|
|
Dredging (2)
|
|
1.
Drainage Division
|
Odisha
|
|
|
BRR:10040359
Renovation Of Kendua Drain With Its Link Drains Under Dasarathpur Block Of Jajpur District In Brahmani-Baitarani Doab No.Xiv Under Dip Improvement With Dredging Works To Drainage Channel
|
|
Contract Value:
5.69 Crore
|
Contract Date:
21-Apr-2026
|
Contractor Name:
SURESH KUMAR MOHANTY
|
View Tender Results
|
|
|
|
2.
Maharashtra Maritime Board
|
Maharashtra
|
|
|
BRR:10011236
Tender for Maintenance Dredging At Navigation Channel Of Mandwa Dist.Raigad 2026-27.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
Desiltation (154)
|
|
1.
Harbour Engineering Department
|
Kerala
|
|
|
BRR:10048628
Upgradation Of Coastal Road In Kollam District Strengthening And Widening Of Mayyanad Mukkom Boat Jetty Road In Eravipuram Lac Gsb , Wmm , Bm , Bc , Dr , Rcc
|
|
Contract Value:
1.78 Crore
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE BUILDING CONSULTANT AND TECHNOLOGICAL SERVICE COOPERATIVE SOCIETY LTD T 1054
|
View Tender Results
|
|
|
|
2.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10047728
Tender for Cleaning And Desilting Of Sewer Line With Bucket Machine In Shiv Nagar,Amar Colony Ward 28 Under Mcg
|
|
Contract Value:
8.65 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
The KBC Co-Operative L&C Society Ltd.
|
View Tender Results
|
|
|
|
3.
Irrigation Department
|
Haryana
|
|
|
BRR:10047725
Tender for Desilting / Bank Strengthening Of Hassanpur Khera Link Drain From Rd 00 To 13500.00
|
|
Contract Value:
1.65 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
4.
Himachal Pradesh State Electricity Board
|
Himachal Pradesh
|
|
|
BRR:10047387
Tender for E-Tender For Daily Removal Of Trash, Debris, Leaves And Garbages Fromtrash Rack Of Trench Weir, De-Silting Tank And Fore Bay Gate Of Gph To Maintain Sufficient Water Discharge For Achieving The Maximum Generation Target.
|
|
Contract Value:
4.93 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
SURESH KUMAR
|
View Tender Results
|
|
|
|
5.
River Navigation Department
|
Goa
|
|
|
BRR:10041957
Tender for Tender For Design,Construction,Supply,Installation And Commissioning Of Reinforced Cement Concrete Floating Jetty Pantoons At Chodan Ferry R Or Betim Ferry R . , Tender For Design, Construction, Supply, Installation And Commissioning Of Floating Jetty Of Reinforced Cement Concrete Encapsulated Polystrenecore Floating Pontoons Or Floating Jetty At Chorao Near Chodan Ferry Ramp Or At Betim Ferry Ramp With Adequate Gangway/ Ladder For Landing From Main Land As Per Given Specifications And Items.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
6.
Military Engineer Services
|
Maharashtra
|
|
|
BRR:10041794
Tender For Upgradation Of Shore Support Services At Jetty At Nsry (Karwar)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
7.
Kolkata Municipal Corporation
|
West Bengal
|
|
|
BRR:10040877
Tender for Mending Of Existing Drainage System Including Desilting Near Premises No: 5B/1,5C/2/, 7/2 Telipara Lane Etc In Ward-092, Br-X. (Scheme Id -Apas/01/149/201/0001)
|
|
Contract Value:
2.24 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
ASHOK CONSTRUCTIONS
|
View Tender Results
|
|
|
|
8.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10040716
Desilting/cleaning of drain from Police HQ to Pyare Lal bhagwan and Jangpura-A Nallah from Hospital Road to Barapulla Nallah in Ward No. 142, Central Zone.
|
|
Contract Value:
2.93 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
M/s SRS Construction
|
View Tender Results
|
|
|
|
9.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10040715
Desilting/ cleaning of Drain from Manokamna Mandir toPocket-B Sidharth Extn., Kilokari Nallah from Kilokari Village to Ring Road andPipe drain from Pocket-A sidharth Extn.toSump-well Pocket-B Sidharth Extn. in Ward No. 143 (Sidharth Nagar), Central Zone.
|
|
Contract Value:
4.23 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
M/s SRS Construction
|
View Tender Results
|
|
|
|
10.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10040714
Desilting/ cleaning of Apna Bazar to Sriniwaspuri Main Nallah (Out fall), Nallah on Dr. Ram Lal Verma Marg Lajpat Nagar (both side) and Pipe drain 600 mm dia Shiv Mandir Marg from Defence Colony Flyover to Lajpat Nagar Nallah near Jal Vihar DTC Bus Termnalin Ward No. 144 (Lajpat Nagar), Central Zone.
|
|
Contract Value:
4.82 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
M/s SRS Construction
|
View Tender Results
|
|
|
|
11.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10040713
Desilting of covered drains From RZ 1 to G 80 Parjapati ColonyS 5A Parampuri to RZ 6 Manas Kunj along Police Chowki Road from N G Road to B 1/51 Kiran GardenFrom A 6 Sanjay Enclave to C 27 Subhash Park andS 51 Parampuri to T 213 to T Block Matiyala Roadand from RZ 6 Manas Kunj to Sanjay ChowkVijay Vihar Main Road Mangal Bazaar chowk to Gurudwara and Nandram Park main road drain up to Bindapur matiala road in Ward No 115 WZ Uttam Nagar
|
|
Contract Value:
24.51 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
M/s SpillWay infrastructure private limited
|
View Tender Results
|
|
|
|
12.
Irrigation Department
|
Haryana
|
|
|
BRR:10040456
Tender for Desilting Of Prithla Link Drain At Rd 00 To 24400.
|
|
Contract Value:
4.78 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE RAMPHAL BOHRA COOP L AND C SOCIETY LTD.
|
View Tender Results
|
|
|
|
13.
Kolkata Municipal Corporation
|
West Bengal
|
|
|
BRR:10039809
Tender for Desilting Of Surface Drain At Mukunda Das Pally, Near Pre. No. 18.- In Ward No.-124.
|
|
Contract Value:
2.97 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
M/S DELTA CONSTRUCTION
|
View Tender Results
|
|
|
|
14.
Military Engineer Services
|
Haryana
|
|
|
BRR:10039368
Tender For Repairs/ Replacement Of Sewage Line, Manholes, Soakage Pit And Cleaning Of Sewage Line Through Truck Mounted Automatic Jetting And Suction Machine And Fully Hydraulic Manhole Desilting Machine At Otm/Md Accn And Command Hospital (Wc) Under Ge (U) Chandimandir
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
15.
Department Of Housing And Urban Development
|
Punjab
|
|
|
BRR:10037430
Tender for Cleaning/ Desilting Of Storm Sewer Manholes, Road Gullies And Recharge Walls In Urban Estate Phase-1,2,3, 4 And Yps Land, Patiala.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
16.
Water Resources Department
|
Punjab
|
|
|
BRR:10037405
Tender for Desilting/Clearing Of Sarkanda, Weed, Jala, Booti Etc. From Raipur Link Drain In Between Rd 0-84500 By Machinery
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
17.
Water Resources Department
|
Punjab
|
|
|
BRR:10037404
Tender for Desilting/Clearing Of Sarkanda, Weed, Jala, Booti Etc. From Halwara Drain In Between Rd 0-34500 By Machinery
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
18.
Development Authority
|
Haryana
|
|
|
BRR:10037240
Tender for Master Drainage Scheme Faridabad :- Repair, Restoration Of Damaged Crossings And Desilting Of Existing Drains Along Master Roads Falling In Zone -Ii And Zone-Iv Of Master Storm Water Drainage Plan (Falling In Badkhal Constituency And Part Area Of Nit-86 And Balllabgarh Constituency ) And All Other Work Contingent Thereto.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
19.
Development Authority
|
Haryana
|
|
|
BRR:10037231
Tender for Master Storm Water Drainage Scheme, Faridabad:- Desilting Cleaning And Repair Of Master Storm Water Lines, Box Drain And Surface Drain And Laying And Construction Of Storm Water Lines, Drains, Sump Well Etc. Including Operation And Maintenance From Sec-04 To Sec-37 Faridabad.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
20.
Public Health Engineering Department
|
Haryana
|
|
|
BRR:10037170
Tender For Annual Maintenance Sewerage Scheme Dharuhera For The Year 2025-26. Operation And Maintenance Of 9.50 Mld Stp At Village Kharkhra For Dharuhera Town Including All Required Items For Repairing Of Non-Clog Sewage Submersible Pumping Machinery And Horizontal Pumping Machinery Of Stp And Mps At Nrp Bass Road Along With Its Rising Main, Dharuhera Town Including All Consumable Items. Repairing Of Electric Installation, Street Light At Stp, Operation And Maintenance Of Complete Chlorination System ,Operation And Maintenance Of All Size Of S.W Pipe, Reinforced Cement Concrete And Hdpe Sewer Pipe Including All Required Items For Reapiring Of Leakage, Desilting Of Various Size Sewer Line Of Various Type As Per Yearly Action Plan Apporved By The Employer/Engineer In Charge. Operation And Maintenance Of Effluent Pumping Stations Along With Hdpe 710 Mm O/D Rising Main Up-To Final Disposal I.E. Sahibi River Bed And All Other Works Contingent Thereto For 2 Month.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
21.
Irrigation Department
|
Haryana
|
|
|
BRR:10037155
Tender for Desilting Of Mandkola Cunnette From Rd 2600 To 5700.
|
|
Contract Value:
61536.0
|
Contract Date:
28-Apr-2026
|
Contractor Name:
the anil coop l&c society
|
View Tender Results
|
|
|
|
22.
Irrigation Department
|
Haryana
|
|
|
BRR:10037154
Tender for Internal Clearance Of Jala Jungle Weeds Grass And Wild Growth And Desilting Of Manpur Link Drain From Rd 0 To 7250.
|
|
Contract Value:
1.08 Lakhs
|
Contract Date:
28-Apr-2026
|
Contractor Name:
THE RIYANSH CO-ORPRATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED PALWAL
|
View Tender Results
|
|
|
|
23.
Irrigation Department
|
Haryana
|
|
|
BRR:10037140
Tender for Desilting Of Sondh Link Drain From Rd 9900 To 16100 And I/C Of Jala, Jungle, Weeds, Grass And Wild Growth Etc. From Rd 16100 To 26656.
|
|
Contract Value:
4.14 Lakhs
|
Contract Date:
28-Apr-2026
|
Contractor Name:
M/S NEHRA CONTRACTOR
|
View Tender Results
|
|
|
|
24.
Directorate Of Municipal Administration
|
Maharashtra
|
|
|
BRR:10036265
Tender for Proposed Dewatering, Desilting And Disposal Of Silt From Chavdar Tale Within Mahad Municipal Council Area.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
25.
Forest Department
|
Andhra Pradesh
|
|
|
BRR:10034093
Desiltation And Strengthening Of Bunds At Sarovar Dam In Indira Gandhi Zoological Park, Visakhapatnam
|
|
Contract Value:
3.29 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
pothina sai
|
View Tender Results
|
|
|
|
26.
Haryana Urban Development Authority
|
Haryana
|
|
|
BRR:10030295
Tender for B*04)-A/Mtc. Of Raw Water Works In Sector-29 P-Ii, U/E, Panipat ‘Cleaning And De-Silting Of Lined Storm Water Drain Including Removal Of Vegetation, Rubbish And Silt From Bed And Side Walls Of Drain And Painting Work Complete In All Respect -[Dnit No.-158089]
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
27.
Department Of Irrigation
|
Haryana
|
|
|
BRR:10030261
Tender for Special Repair Of Damagrd /Washed Patched On Both Sides Lining Alongwith Desilting Of Syl Canal From Km 20.000 To Km 40.000
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
28.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10030244
Tender for Cleaning And De-Silting Of Sewer Line By Bucket Machine In Saraswati Enclave In Ward No.09, Division-1A Under Mcg
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
29.
Goa Industrial Development Corporation
|
Goa
|
|
|
BRR:10029829
Tender for Request For Proposal For Selection Of Agency For Road Cleaning, Drain Desilting And Bush Cutting In Goa-Idc Industrial Estates
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
30.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10029279
Desilting Of Strom Water Drain And Minor Repairs To Storm Water Drain In Various Street In Division - 65 And 69, Unit - 15, Zone - 06. => Limited
|
|
Contract Value:
14.80 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
V U ASSOCIATES
|
View Tender Results
|
|
|
|
31.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10029278
Desilting Of Strom Water Drain And Minor Repairs To Storm Water Drain In Various Street In Division - 67,68 And 70, Unit - 16, Zone - 06. => Limited
|
|
Contract Value:
20.09 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
J K ENTERPRISES
|
View Tender Results
|
|
|
|
32.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10029276
Desilting Of Strom Water Drain And Minor Repairs To Storm Water Drain In Various Street In Division -76,77 And 78, Unit - 17A, Zone - 06. => Limited
|
|
Contract Value:
18.72 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
VASANTH ENTERPRISES
|
View Tender Results
|
|
|
|
33.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10029269
Desilting Of Strom Water Drain And Minor Repairs To Storm Water Drain In Various Street In Division - 74 And 75, Unit - 17, Zone - 06. => Limited
|
|
Contract Value:
10.45 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
CAPITAL ENTERPRISES
|
View Tender Results
|
|
|
|
34.
Military Engineer Services
|
Kerala
|
|
|
BRR:10028895
Tender For Provision Of Voltage Stabilizer For Icg Jetty Kochi
|
|
Contract Value:
32.66 Lakhs
|
Contract Date:
06-Mar-2026
|
Contractor Name:
NATIONAL ELECTRIC COMPANY
|
View Tender Results
|
|
|
|
35.
Public Health Engineering Department
|
Haryana
|
|
|
BRR:10028837
Tender for annual maintenance Storm Water Scheme Bhiwani Town. Desilting/Cleaning, Repair And Renovation Of Storm Water Open Drain From Rohtak Gate To Dhana Road Disposal Bhiwani Town And All Other Works Contingent Thereto. Rs. 10.00 Lacs
|
|
Contract Value:
9.49 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
RAJESH KUMAR CONTRACTOR
|
View Tender Results
|
|
|
|
36.
Forest Department
|
Kerala
|
|
|
BRR:10028540
Tender for Combined Estimate For The Cost Of Desilting And Cleaning The Checkdam At Different Areas Of Pathanapuram Range During 2025-26 ( Uppukuzhy, Mampazhathara Colony, Kottakkayam, Kottakkayam Temple)
|
|
Contract Value:
2.44 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
Somarajan K
|
View Tender Results
|
|
|
|
37.
Local Self Government Department
|
Kerala
|
|
|
BRR:10028372
Tender for General-Kmc/Cz/2026 Desilting Small Drains In Div 13-Kmc/Cz/2026 Desilting Small Drains In Div 13-General Civil Work
|
|
Contract Value:
4.23 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
BINU THARAKAN
|
View Tender Results
|
|
|
|
38.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028160
Tender For Desilting Of Pkt.-A4 Nallah In Ward No.176 Govindpuri Cnz.
|
|
Contract Value:
5.13 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
39.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028158
Tender For Desilting Of Okhla Police Station Drain In Ward No.177 Harkesh Nagar Cnz.
|
|
Contract Value:
7.11 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
40.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028157
Tender For Desilting Of Sanjay Colony Camp Drain In Oia Ph-Ii Ward No.177 Harkesh Nagar Cnz.
|
|
Contract Value:
9.10 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
41.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028156
Tender For Desilting Of Tata Steel Drain Oia Ph-I Ward No.177 Harkesh Nagar Cnz.
|
|
Contract Value:
10.85 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
42.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028155
Tender For Desilting Of Okhla Vihar Nallah In Ward No.188 Abul Fazal Enclave.
|
|
Contract Value:
1.62 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
Prabhu Dayal Construction Co.
|
View Tender Results
|
|
|
|
43.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028147
Tender For Desilting of Nai Basti drain in Ward No.188 Abul Fazal Enclave
|
|
Contract Value:
19.37 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
AMIT ASSOCIATES
|
View Tender Results
|
|
|
|
44.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10028145
Tender For Desilting Of Z-Block drain In Ward No.177 Harkesh Nagar Cnz.
|
|
Contract Value:
14.99 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
AMIT ASSOCIATES
|
View Tender Results
|
|
|
|
45.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10027637
Desilting Work At Ansly Railway Canal (From Madurai Street To Anderson Road) In Division-70, Unit-16, Zone-06 => Limited
|
|
Contract Value:
20.54 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
IPR CONSTRUCTIONS
|
View Tender Results
|
|
|
|
46.
Municipal Adminitration And Water Supply Department
|
Tamil Nadu
|
|
|
BRR:10027579
Tender for Desilting In The Existing Drain At Ward Areas In Ward No 71 Of West Zone.Roc.No: 9928/2025/D1(W)
|
|
Contract Value:
8.35 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
YAHWEH CONSTRUCTIONS
|
View Tender Results
|
|
|
|
47.
Municipal Adminitration And Water Supply Department
|
Tamil Nadu
|
|
|
BRR:10027492
Tender for Desilting And Reconstruction Of Strom Water Drain At Mattupalayam Main Road And Kannappapuram Main Road In Ward No.45, West Zone. Roc No.776/2026/Md2
|
|
Contract Value:
9.57 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
PRAVILA BULDERS
|
View Tender Results
|
|
|
|
48.
Andaman Lakshadweep Harbour Works
|
Andaman And Nicobar Islands
|
|
|
BRR:10027304
Tender for Providing Consultancy Services & Procurement For Environmental Monitoring Various Parameters During Construction Periods For The Alhw Project Of Construction Of Sea Port Terminal And Approach Way For Cargo Transportation From Berthing Jetty At Swaraj Dweep (Havelock), Sri Vijaya Puram Tehsil, South Andaman In Andaman & Nicobar Island.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
49.
Rajasthan Rajya Vidhyut Utpadan Nigam Limited
|
Rajasthan
|
|
|
BRR:10027210
Tender for Annual Contract For Desilting Of Storm Water Drain And Pipes At Ctpp Plant
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
50.
Irrigation Department
|
Haryana
|
|
|
BRR:10027074
Tender for Desilting Of Sehrala Drain From Rd 00 To 23600.
|
|
Contract Value:
4.82 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
51.
Irrigation Department
|
Haryana
|
|
|
BRR:10027073
Tender for Desilting Of Sehatpur Drain From Rd 00 To 19000.
|
|
Contract Value:
5.46 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
52.
Irrigation Department
|
Haryana
|
|
|
BRR:10027072
Tender for Desilting Of Kabulpur Link Drain / Outfall Drain No.2 From Rd 00 To 16000.
|
|
Contract Value:
2.41 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
53.
Irrigation Department
|
Haryana
|
|
|
BRR:10027071
Tender for Desilting Of Outfall Link Drain No.1 From Rd 00 To 7563.
|
|
Contract Value:
2.37 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
54.
Irrigation Department
|
Haryana
|
|
|
BRR:10027069
Tender for Desilting / Bank Strengthening Of Hassanpur Khera Link Drain From Rd 00 To 13500.
|
|
Contract Value:
3.91 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
55.
Irrigation Department
|
Haryana
|
|
|
BRR:10027068
Tender for Desilting Of Ali Link Drain From Rd 00 To 2300.
|
|
Contract Value:
1.27 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
THE JAGRAM BASS COOP L/C SOCIETY LTD.
|
View Tender Results
|
|
|
|
56.
Public Health Engineering Department
|
Haryana
|
|
|
BRR:10025056
Tender for Repair Of Sewer Jetting Suction Machine Mounted Truck Hr39e-1954 Complete In All Respect. Chargeable To:- Barwala Town Cleaning Of Various Size Sewer Lines To Be Cleaning Through Super Sucker De-Silting Machine In Barwala Town, Distt. Hisar.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
57.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10025048
Tender for Estimate For Desilting Of Dains Size (600X600 Up To 1500X1500) Before Rainy Seasons (Fy2025-2026) And Providing Tractor Mounted Pumps Andsafety Tankers For Cleaning Of Rainy Water /Sewrage Water In Ward No:44 Mcf Faridabad
|
|
Contract Value:
30.61 Lakhs
|
Contract Date:
27-Apr-2026
|
Contractor Name:
Rajender Kumar Associates
|
View Tender Results
|
|
|
|
58.
Navi Mumbai Municipal Corporation
|
Maharashtra
|
|
|
BRR:10024692
Tender for (94405) Desilting And Cleaning Nalla From Sector 1,1-A To Airolinaka Railway Fob In Airoli Ward.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
59.
Irrigation Department
|
Haryana
|
|
|
BRR:10024000
Tender for Estimate For Bringing Gaunchi Main Drain To Its Design Bed By Desilting From Rd 97500Ft To 83000Ft.
|
|
Contract Value:
30.29 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
BALBIR SINGH CONTRACTOR
|
View Tender Results
|
|
|
|
60.
Irrigation Department
|
Uttar Pradesh
|
|
|
BRR:10023968
Tender For Repairing Cleaning Of Chocked Sewer Line And Manhole Cover For Type-I And Type-Iv (Block No. 1 To 6) At New Prikalp Vihar Colony At Telibagh, Lucknow. - Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm 2 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 3 Rectangular shape 600x450 mm internaldimensions 4 Square shape 450 mm internal dimensions
|
|
Contract Value:
1.63 Lakhs
|
Contract Date:
18-Nov-2025
|
Contractor Name:
M/S ASHOKA ENTERPRISES
|
View Tender Results
|
|
|
|
61.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10023027
Tender For Desilting Of Covered Drain From Panchayat Ghar To T.T Shop To Pilaya Talab To F.C Drain In Villlage Paprawat Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
7.85 Lakhs
|
Contract Date:
31-Mar-2026
|
Contractor Name:
SHARMA ESTATE
|
View Tender Results
|
|
|
|
62.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10023026
Tender For Desilting Of Covered Drain From Ashvani Plot To Holi Chok To Chandrup Farm In Village Ghumanhera Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
8.32 Lakhs
|
Contract Date:
31-Mar-2026
|
Contractor Name:
SHARMA ESTATE
|
View Tender Results
|
|
|
|
63.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10023025
Tender For Desilting Of Covered Drain From Pwd Road To M.C. Primary School Kharkhari Nahar Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
7.77 Lakhs
|
Contract Date:
31-Mar-2026
|
Contractor Name:
SHARMA ESTATE
|
View Tender Results
|
|
|
|
64.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10023024
Tender For Desilting Of Covered Drain From Shiv Mandir To Nirmal Dham F.C Drain In Village Chhawla , Transformer To Radhya Krishan Satsung In Durga Vihar , M.C Primary School To Pond In Chhawla , Samadhi Chowk To F.C Drain Pandwala Kalan In Ward No. 125 Chhawla
|
|
Contract Value:
8.56 Lakhs
|
Contract Date:
31-Mar-2026
|
Contractor Name:
SHARMA ESTATE
|
View Tender Results
|
|
|
|
65.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022817
Tender for General-Kmc/Cz/26-220113-2026-Desilting Of Small Drains In Div.10-Desilting Of Small Drains In Div.10-General Civil Work
|
|
Contract Value:
3.46 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
BINU THARAKAN
|
View Tender Results
|
|
|
|
66.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022816
Tender for General-Kmc/Cz/11/2026 - Desilting Small Drain -Div 11-Small Drain-General Civil Work
|
|
Contract Value:
4.22 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
BINU THARAKAN
|
View Tender Results
|
|
|
|
67.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022811
Tender for General-Kmc/Cz/11/2026 - Desilting Big Drain-Div 11- New (11)Big Drain -General Civil Work
|
|
Contract Value:
4.90 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
BINU THARAKAN
|
View Tender Results
|
|
|
|
68.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022770
De-Silting Of Pandav Nagar Drain Culvert Under Railway Line And De-Silting Of Drai Along Kirti Nagar Railway Track From Pandav Nagar Culvert To Outfall At Shadipur Flyover In Ward No. 139/Kbz Naraina
|
|
Contract Value:
7.63 Lakhs
|
Contract Date:
09-Sep-2025
|
Contractor Name:
M/s Vijay Kumar
|
View Tender Results
|
|
|
|
69.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022737
Tender For Barricading Of Open Portion By Jersey Barrier For Safety/Desilting Of Covered Portion Of Nalla In Ward No. 173 (Greater Kailash-I)/South Zone.
|
|
Contract Value:
18.17 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Sales Corporation
|
View Tender Results
|
|
|
|
70.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022723
Desilting/ cleaning of D-Block drain from Ring road to Ratan Lal sehdev Marg, C-Block drain from Central road to Ratan Lal Sehdev Marg inDefence Colony and Anand Lok drain from Kamla Nehru College to Andrews Ganj Nallah in Ward No. 145,Central Zone
|
|
Contract Value:
12.35 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Construction
|
View Tender Results
|
|
|
|
71.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022722
Desilting/cleaning of Sriniwaspuri Puri Private Colony Nallah from Captain Gaur Marg to Railway Culvert (including Gandhi Camp Nallah) and Friends Colony nallah from Railway Culvert to Mathura Road to H. No. 19 Rampur House Mathura Road.
|
|
Contract Value:
28.15 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Construction
|
View Tender Results
|
|
|
|
72.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022710
Tender For Desilting/Cleaning Of Drain From Jangpura Flyover To Round About A-Block Jangpura Extn., National Park Nallah From Frank Anothoni School To L.S.R. Nallah And Ls.R. Nallah From Kalkadevi Marg To Feroz Gandhi Marg In Ward No. 146, Central Zone
|
|
Contract Value:
14.01 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Construction
|
View Tender Results
|
|
|
|
73.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022709
Tender For Desilting/Cleaning Of Maharani Bagh Nallah/Club Nallah From Railway Line/Je Store To C.V. Raman Marg In Ward No. 174, Central Zone.
|
|
Contract Value:
68.04 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Sales Corporation
|
View Tender Results
|
|
|
|
74.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022708
Tender For Desilting/Cleaning Of Defence Colony (Covered And Open Portion) From Ring Road Kushak Drain In Ward No. 145, Central Zone.
|
|
Contract Value:
14.01 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Sales Corporation
|
View Tender Results
|
|
|
|
75.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022680
Tender For Desilting/Cleaning Of Garhi Village From Prakash Mohalla To Srniwaspuri Near Cambridge School In Ward No. 146, Central Zone
|
|
Contract Value:
14.75 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
R.S.Sirsiya Construction Co.
|
View Tender Results
|
|
|
|
76.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10022679
Tender For Desilting/Cleaning Of Chirag Delhi Nallah From Andrews Ganj To Ring Road In Ward No. 146, Central Zone.
|
|
Contract Value:
13.33 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s Surbhi Construction
|
View Tender Results
|
|
|
|
77.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022577
Tender For De-Silting The Existing Swd And Culvert At Ward No.09 & 13.; 1 Engaging ofLorry with Traileron hirer basis for Flood relief Works for Conveying the desilted eath debrisincluding cost of hirerCharges,fuel Charges and Operator Charges etc complete as per Specification 2 Engaging for Excavation cum Loader (JCB) for hirer basis including live charges,fuel and transportation all labour charges etc complete 3 Engaging Labour for Desilting the Open Small Chennal including pick axes,Gumboot ,Hand Gloves all charges etc complete
|
|
Contract Value:
6.54 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
V.PARIMALADEVI
|
View Tender Results
|
|
|
|
78.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022576
Tcmc - De-Silting The Existing Cheannel Kamarajar Nagar To Periya Eri And Chavadhi Street Back Side Drain In Ward No.13
|
|
Contract Value:
4.93 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
V.PARIMALADEVI
|
View Tender Results
|
|
|
|
79.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022575
Tender For De-Silting The Existing Cheannel Kulathumedu To Periya Eri In Ward No.15; 1 Engaging ofLorry with Traileron hirer basis for Flood relief Works for Conveying the desilted eath debrisincluding cost of hirerCharges,fuel Charges and Operator Charges etc complete as per Specification 2 Engaging for Excavation cum Loader (JCB) for hirer basis including live charges,fuel and transportation all labour charges etc complete 3 Engaging Labour for Desilting the Open Small Chennal including pick axes,Gumboot ,Hand Gloves all charges etc complete
|
|
Contract Value:
7.94 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
Thiru.Kumar
|
View Tender Results
|
|
|
|
80.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022574
Tcmc - De-Silting The Existing Cheannel Pv Vaithiyalingam Road To 200Ft Radial Road In Ward No.21
|
|
Contract Value:
5.84 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s. SS Builders
|
View Tender Results
|
|
|
|
81.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022573
Tender For De-Silting The Existing Cheannel Staion Road To Periya Eri In Ward No.24,26; 1 Engaging ofLorry with Traileron hirer basis for Flood relief Works for Conveying the desilted eath debrisincluding cost of hirerCharges,fuel Charges and Operator Charges etc complete as per Specification 2 Engaging for Excavation cum Loader (JCB) for hirer basis including live charges,fuel and transportation all labour charges etc complete 3 Engaging Labour for Desilting the Open Small Chennal including pick axes,Gumboot ,Hand Gloves all charges etc complete
|
|
Contract Value:
7.94 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
V.PARIMALADEVI
|
View Tender Results
|
|
|
|
82.
Directorate Of Municipal Administration
|
Tamil Nadu
|
|
|
BRR:10022572
Tender For De-Silting The Existing Swd And Culvert At Ward No.20 & 21; 1 Engaging ofLorry with Traileron hirer basis for Flood relief Works for Conveying the desilted eath debrisincluding cost of hirerCharges,fuel Charges and Operator Charges etc complete as per Specification 2 Engaging for Excavation cum Loader (JCB) for hirer basis including live charges,fuel and transportation all labour charges etc complete 3 Engaging Labour for Desilting the Open Small Chennal including pick axes,Gumboot ,Hand Gloves all charges etc complete
|
|
Contract Value:
7.40 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
M/s. SS Builders
|
View Tender Results
|
|
|
|
83.
Municipal Adminitration And Water Supply Department
|
Tamil Nadu
|
|
|
BRR:10022525
Tender for Providing Desilting Work For Kondichettipatty Slum Board Collection Well Sump At Namakkal City Municipal Corporation.
|
|
Contract Value:
6.95 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
TAMILNADU WATER SUPPLYS & DRAINAGE SYSTEM
|
View Tender Results
|
|
|
|
84.
Western Coalfields Limited
|
Maharashtra
|
|
|
BRR:10022296
Tender for Cleaning Desilting Of Kutchha Drain By Me-Chanical Manual Means At Pimpalgaon Mines Under Kp-Ppg Sub Area Of Wani North Area.
|
|
Contract Value:
1.03 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
REENA YOGENDRA SINGH
|
View Tender Results
|
|
|
|
85.
Western Coalfields Limited
|
Maharashtra
|
|
|
BRR:10022294
Tender for Excavation Of Drains Desilting And Cleaning Of Existing Drains And Providing And Filling Empty Cement Bags With Available Ob Soil And Placing At Required Places During Monsoon 2026 At Ghonsa Oc Mine Of Ghonsa Sub Area
|
|
Contract Value:
9.06 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
AJIT KUMAR
|
View Tender Results
|
|
|
|
86.
Zilla Parishad
|
West Bengal
|
|
|
BRR:10021783
Tender for Election Urgernt Temporary Restoration Of Pontoon Paltes And Wooden Planks At Dulduli Jetty, In The District Of North 24 Parganas
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
87.
Department Of Ports And Inland Water Transport
|
Odisha
|
|
|
BRR:10021525
Tender for Improvement Of Jetty And Public Rain Shelter(Waiting Hall) At Tinchini Under Krushnaprasad Block Of Puri District, Odisha.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
88.
Department Of Ports And Inland Water Transport
|
Odisha
|
|
|
BRR:10021524
Tender for Improvement Of Existing Jetty And Approach Road At Krushnaprasad Gada In Puri District, Odisha.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
89.
Public Health Engineering Department
|
Haryana
|
|
|
BRR:10021495
Tender for Desilting Of 250 Mm To 350 Mm Dia Sewer Line And Reconstruction Of New Manhole In Place Of Existing Houdis Constructed Over Sewer Lines In Village Baliyana Under Sub Division Horticulture Rohtak Deposit Work Mc Rohtak.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
90.
Irrigation And Public Health Department
|
Himachal Pradesh
|
|
|
BRR:10019853
Tender for Rrrd Of Lwss Jawal Badhmana Under Sub Division Bharwain In Tehsil Amb Distt. Una (Hp)( (Sub Head:- Construction Of Reinforced Cement Concrete Jackting To Infilteration Gallery Damaged Portion And Desilting Of Wet Malwa
|
|
Contract Value:
4.99 Lakhs
|
Contract Date:
27-Apr-2026
|
Contractor Name:
KAMAL JEET
|
View Tender Results
|
|
|
|
91.
Local Self Government Department
|
Punjab
|
|
|
BRR:10019788
Tender for Desilting/Cleaning With Jetting Cum Suction Sewer Cleaning Machine With Water Recycling Technology Or Super Sucker Cum Jeting Machne Or Any Improved Mechanized System Including Cctv Of The Job Along With Disposal Of Silt In Various Areas
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
92.
Western Coalfields Limited
|
Maharashtra
|
|
|
BRR:10019350
Tender for Cleaning Desilting Of Kutcha Drain And Mak-Ing New Kutcha Drain By Mechanical Manual Means At Various Places Of Kpocm Un-Der Kp-Ppg Sub Area Of Wani North Area
|
|
Contract Value:
23.61 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
N S INDUSTRIES
|
View Tender Results
|
|
|
|
93.
Kolkata Municipal Corporation
|
West Bengal
|
|
|
BRR:10019115
Tender for Cleaning And Desilting Of Pond Of Dhopa Pukur In Ward No.- 115, Booth- 121.
|
|
Contract Value:
2.98 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
MAHABIR CONSTRUCTION
|
View Tender Results
|
|
|
|
94.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10019077
Tender for Estimate For Cleaning And Desilting Of Sewer Line In Village Nathupur Under The Jurisdiction Of Ward No. 01, Ee-3A, Under Mcg.
|
|
Contract Value:
64.56 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
M/s Sant Kripa Infra Tec Pvt. Ltd.
|
View Tender Results
|
|
|
|
95.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10018836
Desilting of Nallah along August Kranti Marg (including removal of floating materials with machine and labour) from Panchsheel Club to Kamla Nehru College in ward no 172 South Zone.
|
|
Contract Value:
6.60 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
96.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10018835
Desilting Of Nallah (Including Removal Of Floating Materials With Machine And Labour) Of S-Block Panchsheel Park, Dda Flats Shahpurjat Drain And Jagdamba Camp Nallah In Ward No 172 South Zone.
|
|
Contract Value:
3.94 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
97.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10018833
Tender For Desilting Of Covered Drain From Main Bus Stand To Sumit Hs In Village Khera Dabar Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
9.02 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
98.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10018832
Tender For Desilting Of Covered Drain From Mohhala Clinic To F.C Drain In Village Shikarpur Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
8.95 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
99.
Corporation Of Chennai
|
Tamil Nadu
|
|
|
BRR:10018735
Tender for Desilting Of Strom Water Drain And Providing Manhole At Loop Road In Div-125, U-25, Z-9
|
|
Contract Value:
4.04 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRABHA CONSTRUCTION
|
View Tender Results
|
|
|
|
100.
Local Self Government Department
|
Kerala
|
|
|
BRR:10018405
Tender for General-Desilting In Various Small Drains In Div 19-Desilting In Various Small Drains In Div 19-General Civil Work
|
|
Contract Value:
3.54 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
ANTONY NELSON
|
View Tender Results
|
|
|
|
101.
Local Self Government Department
|
Kerala
|
|
|
BRR:10018404
Tender for General-Desilting In Various Small Drains In Div 18-Desilting In Various Small Drains In Div 18-General Civil Work
|
|
Contract Value:
3.62 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
ANTONY NELSON
|
View Tender Results
|
|
|
|
102.
Delhi Jal Board
|
Delhi
|
|
|
BRR:10017299
Tender for Desilting Of Sewer Lines By Scm Bucket System In Ward No. 115 Uttam Nagar Ac-32 Uttam Nagar Under Ee(C)-25.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
103.
Delhi Jal Board
|
Delhi
|
|
|
BRR:10017298
Tender for Desilting Of Sewer Lines By Scm Bucket System In Ward No. 116 Bindapur Ac-32 Uttam Nagar Under Ee(C)-25.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
104.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10017123
Tender for Estimate For Desilting Of Dains Size( 600 X 600 Up To 1500 X 1500) Before Rainy Seasons (Fy 2025-2026) And Tractor Mounted Pumps For Pond In Ward No. 34, Mcf.
|
|
Contract Value:
24.74 Lakhs
|
Contract Date:
27-Apr-2026
|
Contractor Name:
R R CONSTRUCTION
|
View Tender Results
|
|
|
|
105.
Indian Oil Corporation Limited
|
Kerala
|
|
|
BRR:10015878
Bids Are Invited For Accessories & Spares For Marine Unloading Arms At Mult Jetty Of Lpg Import Terminal, Cochin, Kerala. Total Quantity : 1
|
|
Contract Value:
91.20 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
DKC INTERNATIONAL SOLUTIONS LLP
|
View Tender Results
|
|
|
|
106.
Development Authority
|
Maharashtra
|
|
|
BRR:10015171
Tender for Empanelment Of Contractors For Nalla Desilting (Deepening), Allied Flood Mitigation Works And Pandhan Road Works (Subgrade Upgradation) In Nmrda Area, Nagpur For One Years.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
107.
Indian Oil Corporation Limited
|
Assam
|
|
|
BRR:10014140
Tender for Cleaning And De-Silting Of Drain, Cleaning Of Soil Pipe, Cleaning Of Manhole, Replacing Soil Pipe, Repairing And Re-Making Of Septic Tank, Manhole, Junction Box, Etc. At Digboi Refinery Township
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
108.
Department Of Housing And Urban Development
|
Punjab
|
|
|
BRR:10014116
Tender for Desilting Of Storm Sewer Manholes, Road Gullies And Recharge Walls In Phulkian Enclave, Puda Enclave-1 And Puda Enclave-2 At Patiala
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
109.
Public Health And Engineering Department
|
Haryana
|
|
|
BRR:10013898
Tender For Cleaning De-Silting Of Sewerlines Of Various Sizes In Various Streets In Kanina Town, District Mohindergarh.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
110.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013769
Desilting/Removal Of Drain Silt From J.J. Cluster Nalla From From H.No. E-13A/510 To Gokulpur Drain Sh1- 60 Percent Of Desilting Of Drain In 1St Phase From 16.01.2026 To 15.06.26 Sh2- 40 Percent Of Desilting Of Drain In 2Nd Phase From 16.06.2026 To 1
|
|
Contract Value:
6.14 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
111.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013768
Desilting/Removal Of Drain Silt From Cpj And K-Block Nalla From E-16 B/72 To G.T Road Nalla Sh1- 60 Percent Of Desilting Of Drain In 1St Phase From 16.01.2026 To 15.06.26 Sh2- 40 Percent Of Desilting Of Drain In 2Nd Phase From 16.06.2026 To 15.01.27
|
|
Contract Value:
8.83 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
112.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013767
Desilting/Removal Of Drain Silt From Fruit Market Nalla From Main Road Seelampur To Chauhan Bangar Culvert Both Side Sh1- 60 Percent Of Desilting Of Drain In 1St Phase From 16.01.2026 To 15.06.26 Sh2- 40 Percent Of Desilting Of Drain In 2Nd Phase Fro
|
|
Contract Value:
4.21 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
113.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013766
Desilting Of Rajendra Prasad Drain From From Titanic Banquet Hall To Service Road To Gokalpur Drain 1- 60 Percent Of Desilting Of Drain In 1St Phase From 16.01.2026 To 15.06.26 2- 40 Percent Of Desilting Of Drain In 2Nd Phase From 16.06.2026 To 15.01
|
|
Contract Value:
2.26 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
114.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013765
Desilting Of Gokulpur Drain From Jafrabad Culvert To Road No-66 At Zero Pusta Point 1- 60 Percent Of Desilting Of Drain In 1St Phase From 16.01.2026 To 15.06.26 2- 40 Percent Of Desilting Of Drain In 2Nd Phase From 16.06.2026 To 15.01.27 In Ward No.
|
|
Contract Value:
6.71 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
115.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013764
De-Silting Of Pusta Road Nalla From 28 Ft Road To Mariginal Bandh Road Both Side Sh-1 1St, 60 Percent Of Desilting Of Drain In 1Nd Phase From 16.01.2026 To 15.06.2026 Sh2- 40 Percent Of Desilting Of Drain In 2Nd Phase From 16.06.2026 To 15.01.2027 In
|
|
Contract Value:
5.29 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
M/s. M.K. Const. Co
|
View Tender Results
|
|
|
|
116.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013763
Desilting Of Moni Baba Nalla From Gali No. 1 To Gali No. 12 Brahampuri Sh-1 Ist, 60 Percent Of Desilting Of Drain In 1St Phase On 16.01.2026 To 15.06.26 Sh2- 40 Percent Of Desilting Of Drain 2Nd Phase From 16.06.2026 To 15.01.27 In Ward No. 228 Maujp
|
|
Contract Value:
4.58 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
R.S. Const. & Co.
|
View Tender Results
|
|
|
|
117.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013762
Desilting of Vijay Park Nalla from Red Light Vijay Park to Gali No. 16 Adarsh Mohalla SH:(1) Ist, 60% of Desilting of drain in 1st Phase on 16.01.2026 to 15.06.26 SH:(2) 40% of Desilting of drain 2nd Phase from 16.06.2026 to 15.01.27 in Ward No. 228 Maujpur Shah(N) Zone
|
|
Contract Value:
2.94 Lakhs
|
Contract Date:
30-Mar-2026
|
Contractor Name:
R.S. Const. & Co.
|
View Tender Results
|
|
|
|
118.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013757
Tender For Desilting Of Drain In Molarb And Village Ward No.181, Cnz. Sh Improvement Of Roads And Drainage System From P.K Building Materials Near H.No. A-111, Bengali Colony Tughlakabad To Scrap Godown Near Gali No. 6, Bengali Colony In Tughlakabad Village In W.No. 93-S, Cnz
|
|
Contract Value:
33.50 Lakhs
|
Contract Date:
27-Mar-2026
|
Contractor Name:
MANNI MAHESH & CO.
|
View Tender Results
|
|
|
|
119.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013755
Desilting Of Drains Depth Above 4 Feet (I) Drain At Dal Mill Road, From N.G. Road (.Pillar No-685) To Holi Chowk Uttam Nagar. (Both Sides) (Ii) Hastsal Road From N.G Road(M.Pillarno-662) To A-2 Block Uttam Nagar
|
|
Contract Value:
18.72 Lakhs
|
Contract Date:
08-Apr-2026
|
Contractor Name:
Hanshul builders
|
View Tender Results
|
|
|
|
120.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013754
Desilting Of Drains Depth Above 4 Feet I)Drain At Col. Bhatia Road From Opposite Murali Chowk To Najafgarh Drain Ii)M Acw Center Shiv Vihar To Dhalao Near Najafgarh Drain Iii)B-242 To Back Side Of Fcts Shiv Vihar Iv)Drain From Aashirwad Nurs
|
|
Contract Value:
14 Lakhs
|
Contract Date:
07-Apr-2026
|
Contractor Name:
Hanshul builders
|
View Tender Results
|
|
|
|
121.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013753
Desilting Of Drains Depth Above 4 Feet I)Drain From Cremation Ground (Baprolla) To Mangesh Pur Drain (Jai Vihar). Ii)Tilangpur Kotla Village Dispensary To Holy Chowk, Iii)Karam Bhumi Chowk Main Najafgarh Road To Gali No. 06 C-Block Dass Garden Near
|
|
Contract Value:
15.50 Lakhs
|
Contract Date:
07-Apr-2026
|
Contractor Name:
Hanshul builders
|
View Tender Results
|
|
|
|
122.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013752
Desilting Of Drains Depth Above 4 Feet I)Drain From Vikrant Chowk To Rajapur Khurd Both Sides, Ii)Drain From Deep Enclave To Hastal Village (40F.T. Rd.), Iii)Vikrant Chowk To Deep Vihar Transfarmer 40 Ft Rd,
|
|
Contract Value:
23.84 Lakhs
|
Contract Date:
08-Apr-2026
|
Contractor Name:
Hanshul builders
|
View Tender Results
|
|
|
|
123.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013722
Tender For Desilting Of Covered Drain From Braham Plot To Sumpwell Pump In Village Nanakheri, Rohtash Hs To Sumpwell In Village Ghumanhera, Welcome Gate To Daurala Road In Rawta Villageward No. 125 Chhawla /Ngz.
|
|
Contract Value:
9 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
124.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013721
Tender For Desilting Of Covered Drain From Bus Stand To Radha Krishan Mandir To F.C Drain In Village Kanganheri Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
8.76 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
125.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013720
Desilting of covered drain from Chopal to F.C. Drain Phirni Road GalibpurWard No. 125 Chhawla /NGZ.
|
|
Contract Value:
8.98 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
126.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013719
Desilting Of Covered Drain From Community Centre To Sumpwell Ghummenhera Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
7.46 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
127.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013718
Tender For Desilting Of Covered Drain From Holi Chowk To Fc Drain Mundhela Kharkhari Jatmal Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
9 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
128.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013717
De-Silting Of Drains From Metro Pillar No 721 To Shiv Mandir , Matiala Extn Near Dharam Kanta To Dda Drain, Malhotra Factory To Jain Colony In Matiala In Ward No. 122 Matiala/Ngz.
|
|
Contract Value:
8.40 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
129.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013716
De-Silting Of Drains From Matiala Outer Phirni And Matiala Phirni To Dda Drain In Matiala In Ward No. 122Matiala/Ngz.
|
|
Contract Value:
8.10 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
130.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013715
De-silting of drains from metro pillar no 750 to sainik nagar, metro pillar no 750 to E block mansa ram ,metro pillar no 761 to A-42 Mansa ram park and A-42 Mansa ram park to D-108 in matiala in ward no. 122 Matiala/NGZ.
|
|
Contract Value:
6.63 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
131.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013714
De-silting of drains from Matiala village phirni road to Sahyog vihar near PT, Aggarwal sweet to Subash park U-Block gali no.1, T-extension Block -A to RZ-305 Solanki Road,Solanki road house no.294 to Govindam appt.,Solanki road house no.53 to Govindam appt.,Sahyog vihar to Jain colony, babu meat shop to shivam bharti public schoolin matiala in ward no. 122Matiala/NGZ.
|
|
Contract Value:
7.60 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
132.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013713
De-silting of drains from Railway line Boundary wall to Maruti chowk drain, Ramphal chowk to rahul school drain, DDA drain near Ambedkar Bhawan to palam village Palam fly over drain in ward no. 135 Palam/NGZ
|
|
Contract Value:
5.57 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
133.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013712
De-silting of drains from MuthootFinc-corp to RZ-3 drain, Ramphal chowk to house no. A1 drain, Ramphal chowk to house no. C-713 drain, Dada Dev road to Malaria office drain, Malaria office to Media Society drain, Meghdoot society corner to Amul Booth drain, Amul booth to vardhman Mall drain, DDA park to ESI Hospital and Gokul garden to raod No. 201 in ward no. 135 Palam/NGZ
|
|
Contract Value:
6.61 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
134.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013711
Desilting Of Covered Drain From Balwan Singh Hs To Mc Primary School Ground In Village Jhuljhuli, Hoshiyar Hs To Sumpwell In Village Dariyapur Ward No. 125 Chhawla /Ngz.
|
|
Contract Value:
8.87 Lakhs
|
Contract Date:
17-Mar-2026
|
Contractor Name:
M/s. Ankush Enterprises Co.
|
View Tender Results
|
|
|
|
135.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013705
Tender For Desilting Of Drain Adjoining Select City Mall Saket From Police Station Saket Road To Opposite Side Of Court In Ward No. 154/8Z..
|
|
Contract Value:
4.48 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
mohit anand constructions
|
View Tender Results
|
|
|
|
136.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013704
Tender For Desilting Of Gurudwara H-Block To L-Block Saket From Mb Road To M Block Drain In Ward No. 154/Sz.
|
|
Contract Value:
4.48 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
M/s Amarjeet Singh
|
View Tender Results
|
|
|
|
137.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10013703
Tender For Desilting Of Katwaria Sarai Nalla Saheed Jeet Singh Marg To Culvert Iit In Ward No. 154/Sz.
|
|
Contract Value:
2.73 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
mohit anand constructions
|
View Tender Results
|
|
|
|
138.
Water Resources Department
|
Punjab
|
|
|
BRR:10013346
Desilting Of River Sagrao To Save Abadies And C/Land Of Village Parhi, Saifalpur, Madhpur Of District Ropar From Rd 0 To Rd 7985.
|
|
Contract Value:
2.03 Crore
|
Contract Date:
17-Apr-2026
|
Contractor Name:
SANDHU PACKAGING INDUSTRIES
|
View Tender Results
|
|
|
|
139.
Water Resources Department
|
Punjab
|
|
|
BRR:10013345
Desilting Of River Sagrao To Save Abadies And C/Land Of Village Panjola, Babani, Rampur Of District Ropar From Rd 11365 To Rd 18089 Desilting Of River Sagrao To Save Abadies And C/Land Of Village Panjola, Babani, Rampur Of District Ropar From Rd 11365 To Rd 18089
|
|
Contract Value:
1.50 Crore
|
Contract Date:
17-Apr-2026
|
Contractor Name:
Freeway Infrastructure
|
View Tender Results
|
|
|
|
140.
Mahanadi Coalfields Limited
|
Odisha
|
|
|
BRR:10012949
Tender for Cleaning Of North Side, South Side Garland Drains, De-Siltation Of Drain From Zero Point To Nakeipasi Steel Bridge, C.T Road Side Drains, L.M.V Road Side Drains And Supply Of 20000 Nos Of Sand Bags For Monsoon 2026 At Balram Ocp Under Hingula Area.
|
|
Contract Value:
20.62 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
NILAMANI SATPATHY
|
View Tender Results
|
|
|
|
141.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10012880
Tender for Cleaning And Desilting Of Storm Water Drain At Krishna Chowk To Khandhenu Gaushala In Ward No. 3, Division 3A Under Mcg.
|
|
Contract Value:
3.36 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
AJAY
|
View Tender Results
|
|
|
|
142.
Urban Local Bodies
|
Haryana
|
|
|
BRR:10012868
Tender for Cleaning And Desilting Of Covered Box Nallahs On Both Sides Of Kheri Road And Wazirpur Road, Ward No.33, Faridabad
|
|
Contract Value:
15.87 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
DEEPIKA ENTERPRISES
|
View Tender Results
|
|
|
|
143.
Water Resources Department
|
Goa
|
|
|
BRR:10012365
Cleaning And Desilting Of Various Nallah, In The Jurisdiction Of Village Panchayat Old Goa, Carambolim And Corlim In Cumbharjua, Constituency.
|
|
Contract Value:
10.92 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
FOREVER CONSTRUCTIONS & CONSULTANCY
|
View Tender Results
|
|
|
|
144.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011956
Tender for General-Kmc/Cz/2026 Desilting Of Small Drains In Div-54.-General Civil Works.-General Civil Work
|
|
Contract Value:
4.22 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
MOOSA K.I.
|
View Tender Results
|
|
|
|
145.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011955
Tender for General-Desilting Of Small Drains In Div-52-Kmc/Cz-General Civil Work
|
|
Contract Value:
4.23 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
MOOSA K.I.
|
View Tender Results
|
|
|
|
146.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011948
Tender for General-Desilting Big Drains Div 13-Kmc/Cz/2026 Desilting Big Drains In Div 13-General Civil Work
|
|
Contract Value:
5.95 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
MOOSA K.I.
|
View Tender Results
|
|
|
|
147.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011947
Tender for General-Kmc/Cz/26/Desilting Of Big Drains In -Div-14-General Civil Work
|
|
Contract Value:
6.63 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
MOOSA K.I.
|
View Tender Results
|
|
|
|
148.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011946
Tender for General-Kmc/Cz/2026 -Desilting Big Drains In Div 16-Desilting Various Big Drains In Div .16-General Civil Work
|
|
Contract Value:
5.96 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
MOOSA K.I.
|
View Tender Results
|
|
|
|
149.
Public Works Department
|
Jammu And Kashmir
|
|
|
BRR:10011072
Tender for Construction Of 22 No Desilting Tank / Sump House Including Feeding Channel For Solar Lift Irrigation Scheme At Various Location Of Kargil District Excluding Zanskar Sub Division Under The Project Of Design, Supply, Installation Of Solar Submersible Pump At Various Location Of Kargil District Under Sdp
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
150.
Kolkata Metropolitan Development Authority
|
West Bengal
|
|
|
BRR:10010984
Tender for De-Silting Of Surface Drain In Various Wards(1 To 35) Under Bally Municipality To Mitigate Water Logging Problem.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
151.
Indian Oil Corporation Limited
|
Haryana
|
|
|
BRR:10010389
Tender for Rprc262011-Dewatering, Desilting And Provision Of Impervious Layer Along With Allied Civil Works In Buffer Pond At Panipat Refinery, Iocl
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
152.
Indian Oil Corporation Limited
|
Gujarat
|
|
|
BRR:10009656
Bids Are Invited For Custom Bid For Services - Annual Maintenance Contract Of Iocl/Bpcl Owned Jetty-06 And Tanker Handling At Oil Jetty- 3 And 4 For A Period Of 03 Years At Kfst
|
|
Contract Value:
1.70 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
G B TECHNICAL SERVICES
|
View Tender Results
|
|
|
|
|
|
BRR:10009288
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Mpt Jetty; Repair / Overhauling Of Shore Da Including Following, Rewinding Of Motor, Cleaning Of Fuel Lines, Repair Of Alternator , Replacement Of Cooling Assembly Clean..
|
|
Contract Value:
1.40 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
AB MARINE ENTERPRISES
|
View Tender Results
|
|
|
|
|
|
BRR:10008438
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Mpt Jetty; Repair Of Weapons Stowage And Locker Arrangement In Fics T232 T233 T234 And T235; Service Provider
|
|
Contract Value:
2.68 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
SHREE SALES AND SERVICES
|
View Tender Results
|
|
|
|
Dredging (0)
|
|
Pile foundation (2)
|
|
1.
Jharkhand State Electricity Board
|
Jharkhand
|
|
|
BRR:10029404
Construction Of 220 Kv Dc Baliyapur- Maithon Transmission Line On Turnkey Basis Design Engineering Supply Of Materials/ Equipments Erection Testing And Commissioning Of 220 Kv Dc Baliyapur - Maithon Transmission Line On Turnkey Basis-Detailed Complete survey works including Preliminary survey, profiling, tower spotting & Check survey, Submission of survey sheets including soil investigation Soil Investigation in all kinds of soil except HR & FR 220kV Monopole Design, Fabrication, Galvanising and Supply of transmission line steel monopole including anchor plate, anchor bolt, templates suitable for 220kV DIC line with ACSR zebra conductor having all pole type-D/C with span of 300mtr. PA (0-5)IDE_17.4m BXA_+OM Design, Fabrication, Galvanising and Supply of transmission line steel monopole including anchor plate, anchor bolt, templates suitable for 220kV DIC line with ACSR zebra conductor having all pole type-DIC with span of 300mtr. PA (0-5)IDE_17.4m BXA +3M Design, Fabrication, Galvanising and Supply of transmission line steel monopole including anchor plate, anchor bolt, templates suitable for 220kV DIC line with ACSR zebra conductor having all pole type-DIC with span of 300mtr. PA (0-5)/DE_17.4m BXA_+6M Design, Fabrication, Galvanising and Supply of transmission line steel monopole including anchor plate, anchor bolt, templates suitable for 220kV DIC line with ACSR zebra conductor having all pole type-DIC with span of 300mtr. PA (0-5)/DE_17.4m BXA_+9M Design, Fabrication, Galvanising and Supply of transmission line steel monopole including anchor plate, anchor bolt, templates suitable for 220kV D/C line with ACSR zebra conductor having all nole tune-D/C with snanEARTHING OF TOWERS Pipe Type Earthing Tower Accessories Danger Plate Number Plate Phase Plate (set of 3) Circuit Plate (set of 2) Anti Climbing Device Bird Guard (Set of three) Excavation in various types of soils & Foundation details Dry Soil Wet Soil Dry Fissured Rock Wet Fissured Rock Hard Rock PCC RCC (M25) M 20 Nominal Concrete Mix 1:1.5:3 Steel (Reinforcement) Cost of Pilling upto 3000 mm, Cost Also Includes Laying of Reinforcement & Bentonite Bags but Excluded the Cost of Reinforcement & Concrete Cost of Setting of Alignment of Bolt Along with Sacrificial & Normal Template (Rate per Location) for 220 KV DC Monopole etc
|
|
Contract Value:
176.54 Crore
|
Contract Date:
26-Feb-2026
|
Contractor Name:
Polycab india Limited
|
View Tender Results
|
|
|
|
2.
Department Of Irrigation
|
Haryana
|
|
|
BRR:10012893
Tender for Construction Of A Well Foundation Bridge At Rd 88000 Of Wjc Mll (Damla Bridge) As Replacement For The Existing Damaged Bridge.
|
|
Contract Value:
13.39 Crore
|
Contract Date:
16-Apr-2026
|
Contractor Name:
M/s. Amrit Lal Nagpal
|
View Tender Results
|
|
|
|
Government Tenders (86)
|
|
1.
Local Self Government Department
|
Kerala
|
|
|
BRR:10047197
Annual Plan-2024-25 Keezhattur Gp - Project No 187/24-25-Choolakkalmukk Drinking Water Project
|
|
Contract Value:
84626.0
|
Contract Date:
22-Apr-2026
|
Contractor Name:
KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY
|
View Tender Results
|
|
|
|
2.
Local Self Government Department
|
Kerala
|
|
|
BRR:10046943
Tender for Annual Plan-Pro No 86/2025-26 Kattuvetti S C Drinking Water Project Maintenance In Ward 13 Of Nedumkunnam Gp-Cfc Fund-General Civil Work
|
|
Contract Value:
3.21 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
SUDEEP S
|
View Tender Results
|
|
|
|
3.
Local Self Government Department
|
Kerala
|
|
|
BRR:10046929
Tender for General-2025-26 Devikulam Block- Drinking Water Project In Watd Vii Munnar Sc Nagar-291/2025-26-General Civil Work
|
|
Contract Value:
6.02 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
DIWYA Construction
|
View Tender Results
|
|
|
|
4.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10041932
Tender for Reconstruction Of Hr At Rd 0.M, Canal Syphon At Rd 5182M On Kati Branch Under Jurisdiction Of Rajegaon Section Of Bagh Project (Tah.Gondia Dist.Gondia)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
5.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10041007
Operation And Maintenance Of Clear Water Pumping Machinery At D. Roypure Under Arsenic Affected Area Surface Based Water Supply Project In South 24Pgs District Under S.24Pgs Mechanical Division, Phe Dte.
|
|
Contract Value:
45.63 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
M/S.S.S.ENTERPRISE
|
View Tender Results
|
|
|
|
6.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040919
Operation, Maintenance And Guarding Of Gaseous Chlorination Plant At Ohr Zone No- 48 Under Arsenic Affected Area Surface Based Water Supply Project In South 24 Pgs District Under S.24Pgs Mechanical Division Phe Dte.
|
|
Contract Value:
7.55 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
S. P. CONSTRUCTION
|
View Tender Results
|
|
|
|
7.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040918
Operation, Maintenance And Guarding Of Gaseous Chlorination Plant At Ohr Zone No- 25 Under Arsenic Affected Area Surface Based Water Supply Project In South 24 Pgs District Under S.24Pgs Mechanical Division Phe Dte.
|
|
Contract Value:
7.42 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
EASTERN INDIA SALES AND SERVICE
|
View Tender Results
|
|
|
|
8.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040916
Operation And Maintenance Of Pumping Machineries Under Coverage Of Budge Budge-I Block Rural From The Mega Surface Water Supply Project Of Falta-Mathurapur Piped Water Supply Scheme Under South 24Pgs. Mechanical Division, Phe Dte.
|
|
Contract Value:
22.29 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
M/S.S.S.ENTERPRISE
|
View Tender Results
|
|
|
|
9.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040915
Operation And Maintenance Of Sludge Pumping Machinery And Providing Necessary For Bailing Out Water Slurry, Sand, Silt Etc By Plant Machinery From Sludge Tank Of Sludge House Under Aaa Surface Based W/S Project At Dongaria Under Smd, Phe Dte.
|
|
Contract Value:
45.58 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
S. P. CONSTRUCTION
|
View Tender Results
|
|
|
|
10.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040840
Operation, Maintenance And Guarding Of Gaseous Chlorination Plant At Ohr Zone No- 30 And 34 Under Arsenic Affected Area Surface Based Water Supply Project In South 24 Pgs District Under S.24Pgs Mechanical Division Phe Dte.- 1 Operation and maintenance of the entire Gaseous Chlorination Plant at OHR Zone under supervision of gas plant supervisor round the clock by engaging skilled and unskilled personal per shift along with supply of sundry. The cost includes the visit charges of gas plant supervisor for each visit in every 15 days in a month along with expert technician for servicing W.E.F 01.07.2025 to 30.06.2026 2 ZoneNo- 30 3 ZoneNo- 34 4 N.B:- Quoted rate should be inclusive of ESI, PF as per latest amendment and also comply with the Notification no.- 17/STAT/12RW/03/2023/LCS/JLC dt 19-06-2024 of the office the Labour Commissioner, Govt of W.B.
|
|
Contract Value:
14.84 Lakhs
|
Contract Date:
07-Nov-2025
|
Contractor Name:
ORIENTAL ENGINEERING CO.
|
View Tender Results
|
|
|
|
11.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040839
Operation, Maintenance And Guarding Of Gaseous Chlorination Plant At Ohr Zone No- 27 And 43 Under Arsenic Affected Area Surface Based Water Supply Project In South 24 Pgs District Under S.24Pgs Mechanical Division Phe Dte.
|
|
Contract Value:
14.84 Lakhs
|
Contract Date:
07-Nov-2025
|
Contractor Name:
ORIENTAL ENGINEERING CO.
|
View Tender Results
|
|
|
|
12.
Public Health Engineering Department
|
West Bengal
|
|
|
BRR:10040838
Operation, Maintenance And Guarding Of Gaseous Chlorination Plant At Ohr Zone No- 46 Under Arsenic Affected Area Surface Based Water Supply Project In South 24 Pgs District Under S.24Pgs Mechanical Division Phe Dte.
|
|
Contract Value:
7.42 Lakhs
|
Contract Date:
02-Feb-2026
|
Contractor Name:
EASTERN INDIA SALES AND SERVICE
|
View Tender Results
|
|
|
|
13.
Northern Coalfields Limited
|
Uttar Pradesh
|
|
|
BRR:10040366
Tender for Providing Of Treated Water Discharge Pipeline From Stp To Nursery And Heightening Of Stp Boundary Of Dudhichua Project.(Nit No : Dch/So(C)/25-26/Etn-56 Date: 24.03.2026)
|
|
Contract Value:
17.42 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
M/s SUYASH RELIABLE
|
View Tender Results
|
|
|
|
14.
Municipal Corporation Of Greater Mumbai
|
Maharashtra
|
|
|
BRR:10040088
Structural repairs to, (i)Bombay Urban Development Project BUDP Reservoir, in ‘S’ Ward including consultancy charges & (ii)Trombay Low Level Reservoir (TLLR)-Compartment No.4 with ancillary works, at RCF Premises in M/E ward including consultancy charges
|
|
Contract Value:
11.67 Crore
|
Contract Date:
21-Apr-2026
|
Contractor Name:
Dev Engineers
|
View Tender Results
|
|
|
|
15.
Local Self Government Department
|
Kerala
|
|
|
BRR:10039581
Tender for Annual Plan-2025-26 Devikulam Bp- Vilakkubhagam Drinking Water Project-83/2025-26-General Civil Work
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
16.
Irrigation And Public Health Department
|
Himachal Pradesh
|
|
|
BRR:10037517
Tender for Improvement , Extension And Augmentation Of Water Supply Scheme In Gp Dhelu, Nichla Garoroo Dart Bagla Etc In Tehsil Joginder Nagar Distt Mandi (H.P).(Sh:- Providing Supply And Fixing Of 7.50 Hp Three Phase Submersible Pump Set Along With Its Allied Accessories Near Shanan Project To Improve Source Water For Water Supply Scheme Jhalwan Nichla Gararoo). Under Nabard
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
17.
Haryana Power Generation Corporation Limited
|
Haryana
|
|
|
BRR:10037318
Tender for Repair Of Damaged Canal Lining From Rd 2900 To Rd 3250 And Rd 4100 To Rd 4400 At Wyc He Project Bhudkalan.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
18.
Haryana Power Generation Corporation Limited
|
Haryana
|
|
|
BRR:10037314
Tender for Construction Of Sewerage Treatment Plant (Stp) Along With Rerouting Of Sewer Pipeline And Storm Water Pipe Lines At Hydel Colony, Wyc He Project, Bhudkalan
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
19.
Uttar Pradesh Housing And Development Board
|
Uttar Pradesh
|
|
|
BRR:10036407
Tender For Construction Of Cement Concrete Road, Drain And Culvert In Sikandra Yojna Agra H. No. 359 To 366/2, H. No. 367 To 372/3 And H. No. 373 To 380/2 In Sector -3A And H. No. 742 To 768 In Sector -04 And H. No. 619 To 648 In Sector -10 And H. No. 988 To 1007 And H. No. 1008 To 1027 In Sector -10 And Deepak Agrawal Houses To Anshu Agrawal Plot In Pashchimpuri, Construction Of Footpath In Park And Cement Concrete Road H. No.105 To 108 In Sector -11 And Construction Of Interlocking Tiles Road And Drain Site Patri Of Road Which Is Attached To Canal Land In Sector -16A Distt. Agra. (Under Infrastructure Project).
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
20.
Department Of Planning
|
Andhra Pradesh
|
|
|
BRR:10036350
Supply Educational Kits To Establish Science, Technology, Engineering, And Mathematics ( Stem ) Laboratory To Promote Experiential Learning In Government Schools Of Andhra Pradesh ( Each Stem Kit Consisting Of 138 Items ) , Stem Lab Kit-1. Transverse Wave Pendulum 2. Oersted’S Experiment 3. Centre Of Gravity 4. Inclined Plane 5. Floating Ring Magnet On Stand 6. Newton’S Cradle 7. Newton’S First Law 8. Resonance 9. Gold Leaf Electroscope 10. Kaleidoscope 11. Cone Run Uphill Roller 12. Faraday’S Law 13. Lazy Tube 14. Maxwell Wheel 15. Transverse And Longitudinal Wave Using Slinky 16. Laws Of Reflection 17. Newton’S Disc 18. Magnetic Field Line Tube 19. Windmill 20. Total Internal Reflection 21. Periscope 22. Ke Pe Track 23. Reflection Of Sound Apparatus 24. Anemometer 25. Dynamo 26. Newton’S 2Nd Law Of Motion 27. Newton’S 3Rd Law Action & Reaction ( Dynamic Trolley ) 28. Eddy Current 29. Funny Mirror 30. Electricity Kit 31. Ammeter 32. Voltmeter 33. Rheostat 34. Hand Battery 35. Battery Eliminator 36. Electric Bell 37. Electric Motor 38. Pin Hole Camera 39. Fleming Right Hand Rule 40. Fleming Left Hand Rule 41. Electromagnet 42. Periodic Table 43. Hydraulic Press Model 44. Stainless Steel Wave Motion Apparatus 45. Magnetic Field Apparatus 46. Magnetic Compass 47. Primary Color Shadow Science Model 48. 220V Ac Mains Electrical Transformer Demonstration Unit 49. Moment Of Inertia 50. Inertia Of Motion 51. Phase Of Moon 52. Light Box And Optical Set 53. Ohm’S Law Apparatus With Connecting Wires Ammeter And Voltmeter 54. Atom Structure Model 55. Astronomical Reflector Telescope 56. Tuning Fork Set With Rubber Hammer 57. Archimedes Principle Kit 58. Digital Multimeter 59. Simple Pendulum 60. Advance Microscope 61. Permanent Slide Set 62. Plant Cell 63. Animal Cell 64. Human Skeleton 65. Human Brain 66. Human Heart 67. Torso 68. Dissection Box 69. Human Circulatory System 70. Human Digestive System 71. Human Respiratory System 72. Human Kidney 73. Human Liver 74. Human Teeth 75. Male Reproductive System 76. Female Reproductive System 77. Bell Jar 78. Human Hand Joint 79. Human Hip Joint 80. Human Eye 81. Relationship Solids - Geometry 82. Cubic Identity ( A+B ) 3 Algebra 83. Geoboard - Geometry 84. Circular Geo Board -Geometry 85. Area Of Circle - Geometry 86. Net Diagrams Of Different Types Solids - Geometry 87. Theodolite Model -Geometry 88. Solids: Spere, Cone, Cylinder, Cube, Cuboid, Hemi Sphere, Different Types Prisms, Different Types Of Pyramids, Truncated Pyramids, Prismtoid, Scutoids - Geometry 89. Properties Of Lines And Angles - Geometry 90. ( A+B ) ^2 – Algebra 91. ( A-B ) ^2 - Algebra 92. ( A+B+C ) ^2 - Algebra 93. Number Line For Irrational Numbers -Number System 94. 2D To 3D 95. Probability Kit - Algebra 96. Trigonometry Kit Geometry 97. Congruent Triangles 98. Teacher Abacus 99. Fraction Kit 100. Angle Sum Property Of Quadrilateral – Geometry 101. Angle Sum Property Of Triangle - Geometry 102. Factorisation Algebraic Tiles 103. Types Of Triangles 104. Place Value Kit 105. Pythagoras Theorem - 1 106. Sum Of Exterior Angles Of Hexagon - Geometry 107. Dummy Clock 108. Volume Of Cylinder 109. Venn Diagrams Algebra 110. Decimal Place Value Kit 111. Conversion Of Different Forms Of Energy Kit ( To Understand Law Of Conservation Of Energy ) 112. Kit4 Curious Science And Fun Do-It-Yourself ( Diy ) Activity Learning Educational Stem Tinkering And Experiment 113. Chemical Energy ( Voltaic Cell With Different Fruits ) ( Using Zinc, Iron Electrodes ) 114. Solar And Lunar Eclipse ( Electric ) 115. Science Kit – Junior Quad Store Breadboard Circuit Max Projects Kit To Explore Electronics And Stem Learning With Book 116. Water Turbine Working Model 117. Solar Electric Power Kit 118. Hydraulic Brakes 119. Fire Alarm System 120. Make And Learn Electric Puzzle Science Experiment Stem Based Diy Activity Kit Understanding Open & Closed Circuit 121. Making A Tester ( To Find Conductors And Insulators ) 122. Making Rheostat ( To Alter Resistance Of Circuit ) 123. Making Galvanometer ( To Find Charge Flow In A Circuit ) 124. Making Solenoid Switch ( To Learn How To Use Solenoid Switches In Electrical Devices ) 125. Making Levitation ( Ring With Coil ) ( To Understand The Influence Of Magnetic Field And Induction ) 126. Making A Centrifuge ( To Understand How To Work Dryers Etc. ) 127. Making A Lactometer ( To Understand How To Measure Relative Density Of Different Solutions ) 128. Making An Electroscope And Lightening Conductor ( To Understand Charge Accumulation And Transfer ) 129. Making Telescope ( To Understand Use Of Lens And Mirrors ) 130. Making Parachute ( To Understand Uplifting Force Of Fluid ) 131. Toy Car ( To Understand How To Lift Heavy Object To Vertical Direction Using Newton’S 3Rd Law ) 132. Making Submarine ( To Understand Pressure ) 133. Making Hydraulic Arms ( To Understand The Principle Of Pascal’S Law ) Hydraulic Lift 134. Centre Of Gravity Toy Preparation 135. Snell’S Law 136. Preparation Of Model To Teach Wave Motion 137. Chemistry Apparatus Kit 138. Chemistry Chemical Kit With Apparatus 1 Tripod Stand 2 Iron Net 3 Plastic Funnel 4 Test Tube Stand 5 4 Ml Test Tubes 6 China Dish 7 Wash Bottle 8 Test Tube Brush 9 Test Tube Holder 10 Rubber Cork With One Hole 11 Rubber Cork With Two Holes 12 Propers 13 Spapula 14 Capillary Tubes 15 25 Ml Beakers ( Plastic ) 16 50 Ml Beakers ( Plastic ) 17 50 Ml Conical Flask 18 Spirit Lamps 19 Watch Glass 20 Fine Iron Dust 21 Hydrochloric Acid 22 Sulphuric Acid 23 Nitric Acid 24 Acetic Acid 25 Calcium Hydroxide 26 Sodium Hydroxide 27 Potassium Hydroxide 28 Copper Sulfate 29 Sodium Carbonate 30 Sodium Bicarbonate 31 Lead Nitrate 32 Potassium Permanganate 33 Potassium Hydroxide 34 Sulphur Powder 35 Glucose 36 Sodium Sulphate 37 Sodium Chloride 38 Potassium Iodide 39 Calcium Oxide 40 Ferrous Sulfate 41 Calcium Carbonate 42 Aluminum Sulfate 43 Aluminum Chloride 44 Aluminum Hydroxide 45 Copper Oxide 46 Copper Powder 47 Copper Tuning 48 Glycerine 49 Manganese Dioxide
|
|
|
|
|
21.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032589
Supply Of Polyethylene Water Storage Tanks ( 200Ltr ) And Taps To Any Mandal Headquarters / Godown Points / Project Site Of Apshcl In Andhra Pradesh State
|
|
|
|
|
22.
Department Of Irrigation
|
Uttarakhand
|
|
|
BRR:10030669
Tender for Project For Renovation Of Dhalipur Canal In Vikasnagar Block Of Distt. Dehradun
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
23.
Irrigation And Public Health Department
|
Himachal Pradesh
|
|
|
BRR:10030467
Tender for Providing Consultancy Services & Preparation Of Detail Project Report(Dpr)For Intersection And Diversion (I&D)Of Untreated Faecal Sludge/ Grey Water From Hiranager To Stp Gadoug Summerhill Shimla Under Swachh Bharat Mission
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
24.
Water Resources Department
|
Punjab
|
|
|
BRR:10030343
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 90000-100000 In Thammuwal Complex Of River Sutlej In Distt. Jalandhar
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
25.
Water Resources Department
|
Punjab
|
|
|
BRR:10030342
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 100000-113000 In Thammuwal Complex Of River Sutlej In Distt. Jalandhar.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
26.
Water Resources Department
|
Punjab
|
|
|
BRR:10030341
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 113000-123500 In Rajewal Complex Of River Sutlej In Distt. Jalandhar.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
27.
Water Resources Department
|
Madhya Pradesh
|
|
|
BRR:10030141
Tender for Shifting Of Various Ht Line With Dtr And Road Crossing At Place Lakhanpur To Bansadehi Including Kheri To Bhojpur (Begumganj - Raisen.) Affected By The Submergence Of Jera Dam Medium Irrigation Project Distt Sagar (M.P.) Complete Work With Material And Labour At Work Site As Per ‘G Schedule & Drawing. And Direction Of Engineer-In Charge.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
28.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10029652
Tender for Repairs And Maintenance Of Lbc Service Gate Size 2.57 X 2.77 - 1 No And Hoist Assembly Repairs To Gantry For Stop Log Change Rubber Seal Of 4 Nos Radial Gate 12 X 6.5 Maintenance and repaireplacement Of Wire Rope Of Radial Gate 1 No Wadgaon Dam Lower Venna Project Dist Nagpur Under E E Nagpur Irr Divn South Nagpur
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
29.
Municipal Corporation Of Delhi
|
Delhi
|
|
|
BRR:10029491
Tender For Repairing Of Ei & Other Allied Works In Various Community Halls In Ward No. 42,49,50 And 51Under Rohini Zone.; 1 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. Group C 2 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)- 12 Way, Double Door 3 Supplying and fixing metal box of 180mmx100mmx60mm deep (normal size)of surface or in recess with suitable size phenolic laminated sheet cover in the front i/c providing and fixing 6pin,5/6 amps and 15/16amps socket outlet and 15/16amps piano type switch connection painting etc as required. 4 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 5/6 amp switch 5 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 3 pin 5/6 amp socket outlet 6 S/D following size of FR PVC insulated copper conductor 1 core cable in existing surface/recessed /PVC/ Steel conduitas reqd. a) 3x2.5 sq mm 7 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole 8 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (a) 63 amps 9 Laying of one no PVC insulated and PVC sheathed/XPLE Al Conductor armoured power cable of 1.1KV grade of following sizeon wall surface as required. Up to 35 sq,mm (clamped with 1mm thick saddle) 10 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 11 Supplying and fixing PVC batten/ angle holder includingconnection etc. as required. 12 Supply of 9/10 Watt LED lamp suitable for B22 holder 13 Supply of 15 (380mm) sweep 1400 rpm exhaust fan heavy duty complete with shutter,blade etc as required 14 Supply of XLPE insulated PVC sheathed Al. Conductor Un-Armoured Cable 1.1KV grade conforming to IS-7098 of following size:- 2x6 sqmm 15 Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C).Powder coated die cast / Extruded aluminium Body (Thickness ≥ 1.20 mm)-18- 22 watt 16 Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage:Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 degto 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P.F.≥0.95, IP-66,IK-10, CRI >80 , under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED,Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junctiontemperature shall not rise above 90°C).-70 watt 17 P&F ofwater/weather proof junction/pole box made out of hot press moulded sheet moulding (SNC) compound fire retaradant (temp. resistance upto 200 C) of size 200 X 160 X 98 mm (NS) complete with Suitable arrangement for fixing of 2 nos of 6 to 32 amp one No SP-MCB(6to32Amp) & 63 amp Double pole Isolator (MCB/Isolator excluded) with neutral link duly shorting on DIN channel with 2 nos of MS clamp with SS back plate of suitable size with danger monogram property printed on the cover etc as reqd. 18 Lifting of existing submersible pump set with all accessories from well and lowering the same along with all assessories for the depth Up to 50 meter complete as reqd. 19 Rewinding of single / three phase AC motors of vertical type multi stage submersible pump sets of following rating :- (a) Single phase 1.5 HP 20 P&F following sizes of PVC insulated & PVC sheathed copper conductor 3 core submersible cable confirming to IS.694/1990 etc. as reqd. 3 X 2.5 sq.mm. 21 Repairing of pumping unit of 1/1.5/3 HP vertical type multi stage, submersible pump setby replacement of following accessories/parts etc. Complete as reqd. Gun metal bush / bearing. 22 Pump Shaft 23 Impeller 24 Development of tube well with suitable capacity of air compressor i/c lowering of the necessaryinduction pipe or line i/c cost of fuel, hire charges of compressor etc as reqd. The development shall be considered complete when gravel stop sinking discharge ceased to improve and the sand contents are not more than 10 PPM after 20 minutes of starting the pump complete as reqd. 25 Supplying, lowering, testing and commissioning of vertical type, multistage, totally enclosed water filled deep well submersible pumping set complete i/c connection etc. as reqd. a. Single Phase 1.5 HP having discharge of 72 LPM Approx. at 49 M Head
|
|
Contract Value:
4.84 Lakhs
|
Contract Date:
22-Oct-2025
|
Contractor Name:
SRI BALAJI ELECTRICALS
|
View Tender Results
|
|
|
|
30.
Canal Division
|
Odisha
|
|
|
BRR:10028934
Tender for Construction Of Rectangular Reinforced Cement Concrete Trough From Rd 1355M To 1555.00M (Balance Portion) Of Palaskhand Distributary Offt-Taking At Rd 44394.00M From Left Main Canal Of Lower Indra Irrigation Project.
|
|
Contract Value:
33.68 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
NAMITA MEHER
|
View Tender Results
|
|
|
|
31.
Canal Division
|
Odisha
|
|
|
BRR:10028932
Tender for Improvement Of Govindpur Sm Off Taking At Rd 47.869Km Of Left Main Canal Of Lower Indra Irrigation Project.
|
|
Contract Value:
47.10 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
ANKIT AGRAWAL
|
View Tender Results
|
|
|
|
32.
Canal Division
|
Odisha
|
|
|
BRR:10028931
Tender for Construction Of Reinforced Cement Concrete Trough From Rd 1050M To Rd 1635M To Bhalumunda S/M Off Taking At Rd 34730M Of Left Main Canal Of Lower Indra Irrigation Project.
|
|
Contract Value:
31.34 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
RAJESH KUMAR JAIN
|
View Tender Results
|
|
|
|
33.
Canal Division
|
Odisha
|
|
|
BRR:10028930
Tender for Improvement Of Kotenmunda S/M-Ii From Rd 570M To Rd 2200M Off-Takes At Rd 1375M Of Kotenmunda Minor Of Left Main Canal Of Lower Indra Irrigation Project.
|
|
Contract Value:
49.22 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
NIRMAL KUMAR JAIN
|
View Tender Results
|
|
|
|
34.
Local Self Government Department
|
Kerala
|
|
|
BRR:10028317
Tender for Annual Plan-Panjal 2025-26 Construction Of Water Tank At Dalapathi Dwss Ward-15-Project No-24/26-General Civil Work
|
|
Contract Value:
3.58 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
SHAIJAN JOSE
|
View Tender Results
|
|
|
|
35.
TamilNadu Water Supply And Drainage Board
|
Tamil Nadu
|
|
|
BRR:10028208
Providing 1.00MLD water supply to ELCOT SEZ Viswanathapuram in Hosur Corporation, Krishnagiri District from the existing Hogenakkal water supply and Fluorosis Mitigation Project (Phase I) -(Construction period: 10 months and Trail run period: 6months Free Maintenance: 3 months) - full deposit work.
|
|
Contract Value:
4.46 Crore
|
Contract Date:
14-Nov-2025
|
Contractor Name:
raja&co
|
View Tender Results
|
|
|
|
36.
Nagar Palika Nigam
|
Uttarakhand
|
|
|
BRR:10025402
Tender for Rain Water Harvesting Project For Govt. Hospital Kashipur.Rwh - 52 Is Up To 1500 Sqm Roof Top Area
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
37.
Public Health Engineering Department
|
Rajasthan
|
|
|
BRR:10025272
Tender for Operation & Maintenance Of Water Supply Project Gangdhar-Dag Enrute 6 Villages Of Karanpura, Nayakheda, Gwalad, Jamuniya Rojhana & Bharka Under Sub Division Bhawanimandi-Ii District Jhalawar (Based On Phed Circle Kota Bsr, 2020 )
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
38.
Irrigation And Public Health Department
|
Himachal Pradesh
|
|
|
BRR:10025235
Tender for Providing Consultancy Services For And Preparation Of Detail Project Report (Dpr) For Source Sustainability Structure And Buffer Storage For Various Water Supply Scheme In Solan Constituency).
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
39.
Water Resources Department
|
Odisha
|
|
|
BRR:10025120
Tender For Renovation Of Canal System Of Hirakud Dam Project (Resham Canal Section, Barpali Irrigation Division, Barpali)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
40.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10024679
Tender for Surya Motha Project Ta. Vikramgad Dist. Under The Palghar Project, Dhamani Dharanachya Talpaayatil Sajja (Foundation Gallery) To Conduct Underwater Observation To Find Out The Path Of Madhun Water.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
41.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10024675
Tender for Repair And Installation Of Necessary Furniture In The Project Branch , Accounts Branch ,Store Branch, Establishment Branch And Irrigation Branch At Ujani Dam Management Division , Bhimanagar Office
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
42.
Orissa Lift Irrigation Corporation Limited
|
Odisha
|
|
|
BRR:10024112
Tender for Earthwork In Excavation Of Foundation In Hard Soil Including Dressing & Levelling Of Bed Within Initial Lead Of 50Mt. & Lift Of 1.5 Mtr Etc Complete As Per The Direction Of The Engineer-Incharge. , Excavation In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical 60% & Mannual 40%) , Filling In Foundation & Plinth With Sand Including Watering & Ramming Etc Complete As Per The Direction Of The Engineer-Incharge. , Cement Concrete (1:4:8) With 4Cm Size H.G.B. Hand Broken Metal Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Convence Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc. Complete As Per The Direction Of The Engineer-Incharge. , Pcc/Rcc Cement Concrete (1:2:4) With 12Mm Size Black C.B. Hand Broken Chips Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Conveyance Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc Complete As Per The Direction Of The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Foundation & Plinth Etc. Complete As Per The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Super Structure Etc. Complete As Per The Engineer-Incharge. , 12Mm Thick Plaster In Cement Mortar (1:6) Finished Smooth To Brick Massonary After Racking Out Joints Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Reinforced Cement Concrete Lintel Data (For 9.00 Sqms.) , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Roof Slab, Reinforced Cement Concrete Floor, Landing Balcony, Projection Sun Shed & Chajja, Sheles Data (For 9.00 Sqms.) , Labour Charge For M.S. Reinforcement For Reinforced Cement Concrete Work Including Cutting, Bending & Typing The Grills & Placing In Position Including Cost Of Binding Wire 18 To 20 Guage Per Qntl. Including Cost Of Hysd Steel Bar (Fe 415/ Fe 500) , Cement Punning Over Plastering Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , 2.5 Cm (1) Thick Artificial Stone Flooring With Cement Concrete(1:2:4) Including Punning Using 12 Mm Size Hard , Cost Of M.S. Fabricated Door & Window Including Fitting And Fixing Charges Etc. Complete. (Size Door 3Ft X 6Ft) (W- 2Ft X 3Ft) , 2.5 Cm Thick Grading Concrete (1:2:2) On Roof Slab With 6Mm Size H.G (C.B) Chips On New Work Including All Cost Etc. Complete. , White Washing Two Coats With Shell Lime , Distempering Two Coats To Wall , Wiring Of Pump Chamber , Cost Of Out Let Of Tee Tank , Filling The Foundation And Plinth With Excavated Material As Directed By The Engineer-Incharge. , Filling In F&P With Excavated Materials Including Well Watered And Rammed.In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical Plus Mannual I.E. Of Item No. 5 Above) , Writing Charge Of Required Information And Data On Both Side Of The Transperancy Pillar Including Supplying Of Approved Paints And Required Material For Writing Etc. Complete As Per The Direction Of The Engineer-Incharge. , 100Mm Dia Nominal Bore G.I.Pipe Having Wall Thickness 4.5Mm Electrical Resistance Welded Of Medium Class Confirming To Is- 1239(Part-1/2004) With Latest Ammendments, Screwed At Both Ends As Per Is-554 With Socketed At One End And The Other End Protected With Plastic Threaded Protector Including Its Transportation And Unloading At L.I.P. Site. The Socket Confirming To Isi 1239(Part Ii/1992) With Latest Ammendments In Random Length Of 4 To 7 Mtr.Each Pipe Should Bear Is Certification And Manufacturers Name/Trade Mark. (As Per special repair 2022) , 100Mm Dia G.I.Bend ( Medium Duty) Conforming To Is No-1239 (Part Ii/1992) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia G.I.Flange (Medium Duty) Conforming To Is No-6392/1971 With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia C.I. Screw Boss Foot Valve Of Swing Type Friction Less With Single Disc Conforming To Is-4038/1979 Of Reputed Brand With Isi Mark Of Reputed Company Having Wide Dealership Network Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (Kirlosker Make) , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 200Mmdia Hdpe Pipe Pe 80-Pn4 , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 160 Mmdia Hdpe Pipe Pe 80-Pn4 , Transportation Of 200 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , Transportation Of 160 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , 100Mm Dia C.I.Sluice Valve Flanged Type Pn-1.0 As Per (Is-14846-2000 Standard) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , 100Mm Dia C.I.Double Flanged Non Return Valve Swing Type Pn-1.0 (Is-5312(Part-I-2004) With Bypass Arrangement With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost, Supplying Of 25Mm Dia Kirloskar Make C.I Single Air Release Valve (Standard) Pn 1.6 With Saddle And Raiser Pipe Conforming To Is 14845 (Si) With Isi Mark Including All Cost, Conveyance, Cess Etc Complete , Cost Of 200 X 200 X 100 Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 160 Mm X 160 Mm X 110 Mm Ø Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 100X100x25mm G.I. Tee With Plug For Priming , 219Mm Dia M.S.Pipe (6.30Mm Thickness) Is 3589:2001 With Isi Mark Of Reputed Company Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost Of 12Mm Thick Ms Plate Flange 200Mm Dia Isi Mark Of Reputed Company , 200 Mm Hdpe Tail Piece 160 Mm Long , 200 Mm Slipon Flange , 160 Mm Hdpe Tail Piece 160 Mm Long , 160 Mm Slipon Flange , Cost Of Welding & Laying Fitting 200Mm M.S. Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 200Mm Hdpe Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 160Mm Hdpe Pipe , Labour Charges For Delivery And Fitting Including Fitting Of Priming Tee, Sluice Valve, Nr Valve, Air Release Valve And Riser Tee Etc And Installation , Cost Of Rubber Insertion 3Mm Thick , Cost Of Nut Bolt , 150Mm Dia C.I. Butter Fly Valve Bs:5155/15: Kirloskar Or Equivalent Make 13095-Ci Moc Lever Operated Pn-1.0 With Isi Mark Of Reputed Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022 , 200 Mm Hdpe Elbow Spigot Design 6 Kg , 160 Mm Hdpe Elbow Spigot Design 6 Kg , Cost Of 200Mmx100mm M S Reducer , 200X200x200 Mm Hdpe Tee Spigot Design 6 Kg , 200X200x160 Mm Spigot Moulded Reducing Hdpe Tee 10 Kg , 160X160x160 Mm Hdpe Tee Spigot Design 6 Kg , 200 Mm Hdpe End Cap , 160 Mm Hdpe End Cap , 12.5 Hp/9.375 Kw Energy Efficiency Monoblock Pump Set Of Total Head 24 Mtrs Having Discharge 1700 Lpm With Squirrel Cage Induction Motor Fitted With Bronze Impeller Tb-2 Of Is 318/1981, Companion Flanges & Class FInsulation Suitable For Operation 415 Volt +6%-15% 3 Phase, 50Hz Ac Poweer Supply Suction/Deliveery= 100Mmx100mm With Bee 3 Star Rated Energy Efficiency Pump & As Per Is-9079/2002 With Overall Efficiency 62 To 65% Of Reputed Brand Having Wide Dealership Net Work For Easy Availability Of Spares Confirming To Is Specification (A) Casing: Fc 200 As Per Is 210/1978 (B) Impeller: Bronze Grade Ltb-2 Of Is 318/1981 Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Automatic Star Delta Starter Sheet Steel Enclosure Suitable For Operation Of Squirrel Cage Induction Motor Upto 15 Hp (13-20) With 16. annual periodical maintenance (Ac-3) Contactor At 415 Volt +6%-15%, 3 Phase, 50 Hz, Ac Supply With Suitable Overload Relay & No Volt Coil With Electric Pnemutic Timer Suitable For Operation At Voltage Range Of 300-440 Volt Including Cost Of Transportation To Site The Starter Should Provide Dependable Protection Against Overload And Single Phasing & Should Be Of Reputed Brand Having Wide Dealership Network For Easy Availability Of Spares Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 63 annual periodical maintenance Triple Pole Mainswith Confirming To Is No.4064(Part I & Ii) With Isi Marking Of Reputed Company Having Utilisation Capacity Cagegory Ac- 22 Reputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Empty Outdoor Irrigation Pannel Board Size (0.45Mtx0.25Mtx1.20M Of 18 Swg Cold Rolled M.S Sheet With 4 Legs Of 300 Size With One Coat Of Red Oxide Primer And Two Coats Of Smoke Grey /Navy Blue Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Mount 3Phase Starter, Main Switch And Capacitor Inside The Panel Board Vertically Over 18 Swg M.S.Sheet And The Danger Board Fixed On The Top Of The Panel Doorreputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Motor Hood Size (0.45Mx0.45Mx0.60M) Made With 18 Swg (Cold Rolled M.S.Sheet With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Attachement With The Groves On Rear Side Of The Pannel Board Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , Motor Base Plate Made With M.S Angle With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Hole For Fixing Nut & Bolt Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , 4Kvar Power Shunt Capacitor With Isi Mark Of Of Reputed Approved Brand Of Isi Marked Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Cost Of 3/16Mm2 T.D Cabel , Cost Of Other Petty Materials Like Connection Wire And Cabel Laying In Trench & Energisation , Electrical Installation , Tranporation, Energisation & Including By Party Agreement. , Kit Bag Including Plyer, Tester, Slide Range, Screw Driver, Hand Gloves All Are In Taparia Make To Be Hahded Over To The Panipanchayat , Cost Of Electrical Earthing , Construction And Erection Of 11/0.416 Kv 25 Kva Star Rated Dp Sub-Stationconfirming To Re Rule 1956. Mounted On 2.44 Mt Long Structure, Supported On 10 Mt Long Psc Pole, Transformer Hard Channel & Top Channel Made Of 2.8 Mtr Long 100X50x6 Mm Size Ms Channel, Transformer Belting On 2.80 Mtr Long 50X50x5mm Size M.S. Angle, (All Recspn. Std. F-3), With All Accessories Like, 3 Pole 11 Kv H.G. Fuse (F-5) Abd Ab Swithces (F-9) Both Mounted On 2.8 Mtr Long 75X40x6 Mm Size M.S. Channel And Supported By 1.0 Mtr Long 50X50x5 Mm M.S. Angle, With 3 Nos. 11 Kv Lightening Arrestor & Distribution Box For 25 Kva S/S Mounted On Box ( 75X40x6 Mm) To 2.5 Mtr Long Pipe Earthing (F-2) Including Cost Of 50 Sq Mm 3.5 Core Lt Cable Connecting The Supply Line With 55 Sq Mm Aaa Conductor, Providing G.I. Ht Stay As Required Carping & Padding Of Poles, Danger Board At Each Pole. ., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3 Phase 11 Kv Line As Per Rec Stanard Confirming To Re Rules 1956 With 10 Mt Long Psc Pole Support In 50 Mtr Span, 55 Sq Mm Aaa Conductor, 11 Kv V Cross Arm, With Required No Of 11 Kv T & C Disc. Insulators & 11 Kv Pin Insulators, Carping & Padding Of Poles, Danger Board At Each Pole, Anti Climbing Devices, Stay Set At Bending Point And Double Stay At End Point With 18 Mm G.I. H.T Stay, Concreting Of Stay With Anchor Plate Guarding At Road Crossing Etc., Marking Olic In Every Psc Pole In Enamale Paint Including Cost Of All Materials. With Ab Switch & Interposing Pole, Labour Trasportation, Inspection And Commissioning With Cut Point Etc., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3-Phase, 4-Wire Lt Line As Per Rec Standard Confirming To Re Rules 1956, With 9 Meter Long Psc Pole Support In 50 Meter Span, 3X35+1X25 Sqmm Ab Cable, Required Numbers Of 16 Mm Lt Gi Stay-Set At Bending Point And Double Stay At End Point With Required Numbers Of Suspension Clamp,Dead End Clamp And Lt Stay Insulator, Providing Coil Earthing At Each Pole ,Carping And Padding Of Poles, Danger Board At Each Pole With Anti-Climbing Device Etc. Including Cost Of All Other Fittings, Petty Materials, All Labours, With Liaison For Inspection And Commissioning& Writing On The Pole As Per Prescribed Colour Code, Etc, Complete As Per The Direction Of The Site Engineer In Charge .
|
|
Contract Value:
28.43 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
BINOD BIHARI SAHU
|
View Tender Results
|
|
|
|
43.
Orissa Lift Irrigation Corporation Limited
|
Odisha
|
|
|
BRR:10024111
Tender for Earthwork In Excavation Of Foundation In Hard Soil Including Dressing & Levelling Of Bed Within Initial Lead Of 50Mt. & Lift Of 1.5Mtr Etc Complete As Per The Direction Of The Engineer-Incharge. , Excavation In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical 60% & Mannual 40%) , Filling In Foundation & Plinth With Sand Including Watering & Ramming Etc Complete As Per The Direction Of The Engineer-Incharge. , Cement Concrete (1:4:8) With 4Cm Size H.G.B. Hand Broken Metal Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Convence Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc. Complete As Per The Direction Of The Engineer-Incharge. , Pcc/Rcc Cement Concrete (1:2:4) With 12Mm Size Black C.B. Hand Broken Chips Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Conveyance Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc Complete As Per The Direction Of The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Foundation & Plinth Etc. Complete As Per The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Super Structure Etc. Complete As Per The Engineer-Incharge. , 12Mm Thick Plaster In Cement Mortar (1:6) Finished Smooth To Brick Massonary After Racking Out Joints Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Reinforced Cement Concrete Lintel Data (For 9.00 Sqms.) , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Roof Slab, Reinforced Cement Concrete Floor, Landing Balcony, Projection Sun Shed & Chajja, Sheles Data (For 9.00 Sqms.) , Labour Charge For M.S. Reinforcement For Reinforced Cement Concrete Work Including Cutting, Bending & Typing The Grills & Placing In Position Including Cost Of Binding Wire 18 To 20 Guage Per Qntl. Including Cost Of Hysd Steel Bar (Fe 415/ Fe 500) , Cement Punning Over Plastering Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , 2.5 Cm (1) Thick Artificial Stone Flooring With Cement Concrete(1:2:4) Including Punning Using 12 Mm Size Hard , Cost Of M.S. Fabricated Door & Window Including Fitting And Fixing Charges Etc. Complete. (Size Door 3Ft X 6Ft) (W- 2Ft X 3Ft) , 2.5 Cm Thick Grading Concrete (1:2:2) On Roof Slab With 6Mm Size H.G (C.B) Chips On New Work Including All Cost Etc. Complete. , White Washing Two Coats With Shell Lime , Distempering Two Coats To Wall , Wiring Of Pump Chamber , Cost Of Out Let Of Tee Tank , Cost Of 300 Mm Dia Reinforced Cement Concrete Hum Pipe( Np 3 ) As Per Specifications Including Laying & Fitting With Collars As Required. , Filling The Foundation And Plinth With Excavated Material As Directed By The Engineer-Incharge. , Filling In F&P With Excavated Materials Including Well Watered And Rammed.In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical Plus Mannual I.E. Of Item No. 5 Above) , Writing Charge Of Required Information And Data On Both Side Of The Transperancy Pillar Including Supplying Of Approved Paints And Required Material For Writing Etc. Complete As Per The Direction Of The Engineer-Incharge. , 100Mm Dia Nominal Bore G.I.Pipe Having Wall Thickness 4.5Mm Electrical Resistance Welded Of Medium Class Confirming To Is- 1239(Part-1/2004) With Latest Ammendments, Screwed At Both Ends As Per Is-554 With Socketed At One End And The Other End Protected With Plastic Threaded Protector Including Its Transportation And Unloading At L.I.P. Site. The Socket Confirming To Isi 1239(Part Ii/1992) With Latest Ammendments In Random Length Of 4 To 7 Mtr.Each Pipe Should Bear Is Certification And Manufacturers Name/Trade Mark. (As Per special repair 2022) , 100Mm Dia G.I.Bend ( Medium Duty) Conforming To Is No-1239 (Part Ii/1992) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia G.I.Flange (Medium Duty) Conforming To Is No-6392/1971 With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia C.I. Screw Boss Foot Valve Of Swing Type Friction Less With Single Disc Conforming To Is-4038/1979 Of Reputed Brand With Isi Mark Of Reputed Company Having Wide Dealership Network Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (Kirlosker Make) , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 200Mmdia Hdpe Pipe Pe 80-Pn4 , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 160 Mmdia Hdpe Pipe Pe 80-Pn4 , Transportation Of 200 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , Transportation Of 160 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , 100Mm Dia C.I.Sluice Valve Flanged Type Pn-1.0 As Per (Is-14846-2000 Standard) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , 100Mm Dia C.I.Double Flanged Non Return Valve Swing Type Pn-1.0 (Is-5312(Part-I-2004) With Bypass Arrangement With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost, Supplying Of 25Mm Dia Kirloskar Make C.I Single Air Release Valve (Standard) Pn 1.6 With Saddle And Raiser Pipe Conforming To Is 14845 (Si) With Isi Mark Including All Cost, Conveyance, Cess Etc Complete , Cost Of 200 X 200 X 100 Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 160 Mm X 160 Mm X 110 Mm Ø Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 100X100x25mm G.I. Tee With Plug For Priming , 219Mm Dia M.S.Pipe (6.30Mm Thickness) Is 3589:2001 With Isi Mark Of Reputed Company Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost Of 12Mm Thick Ms Plate Flange 200Mm Dia Isi Mark Of Reputed Company , 200 Mm Hdpe Tail Piece 160 Mm Long , 200 Mm Slipon Flange , 160 Mm Hdpe Tail Piece 160 Mm Long , 160 Mm Slipon Flange , Cost Of Welding & Laying Fitting 200Mm M.S. Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 200Mm Hdpe Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 160Mm Hdpe Pipe , Labour Charges For Delivery And Fitting Including Fitting Of Priming Tee, Sluice Valve, Nr Valve, Air Release Valve And Riser Tee Etc And Installation , Cost Of Rubber Insertion 3Mm Thick , Cost Of Nut Bolt , 150Mm Dia C.I. Butter Fly Valve Bs:5155/15: Kirloskar Or Equivalent Make 13095-Ci Moc Lever Operated Pn-1.0 With Isi Mark Of Reputed Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022 , 200 Mm Hdpe Elbow Spigot Design 6 Kg , 160 Mm Hdpe Elbow Spigot Design 6 Kg , Cost Of 200Mmx100mm M S Reducer , 200X200x200 Mm Hdpe Tee Spigot Design 6 Kg , 200X200x160 Mm Spigot Moulded Reducing Hdpe Tee 10 Kg , 160X160x160 Mm Hdpe Tee Spigot Design 6 Kg , 200 Mm Hdpe End Cap , 160 Mm Hdpe End Cap , 12.5 Hp/9.375 Kw Energy Efficiency Monoblock Pump Set Of Total Head 24 Mtrs Having Discharge 1700 Lpm With Squirrel Cage Induction Motor Fitted With Bronze Impeller Tb-2 Of Is 318/1981, Companion Flanges & Class FInsulation Suitable For Operation 415 Volt +6%-15% 3 Phase, 50Hz Ac Poweer Supply Suction/Deliveery= 100Mmx100mm With Bee 3 Star Rated Energy Efficiency Pump & As Per Is-9079/2002 With Overall Efficiency 62 To 65% Of Reputed Brand Having Wide Dealership Net Work For Easy Availability Of Spares Confirming To Is Specification (A) Casing: Fc 200 As Per Is 210/1978 (B) Impeller: Bronze Grade Ltb-2 Of Is 318/1981 Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Automatic Star Delta Starter Sheet Steel Enclosure Suitable For Operation Of Squirrel Cage Induction Motor Upto 15 Hp (13-20) With 16. annual periodical maintenance (Ac-3) Contactor At 415 Volt +6%-15%, 3 Phase, 50 Hz, Ac Supply With Suitable Overload Relay & No Volt Coil With Electric Pnemutic Timer Suitable For Operation At Voltage Range Of 300-440 Volt Including Cost Of Transportation To Site The Starter Should Provide Dependable Protection Against Overload And Single Phasing & Should Be Of Reputed Brand Having Wide Dealership Network For Easy Availability Of Spares Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 63 annual periodical maintenance Triple Pole Mainswith Confirming To Is No.4064(Part I & Ii) With Isi Marking Of Reputed Company Having Utilisation Capacity Cagegory Ac- 22 Reputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Empty Outdoor Irrigation Pannel Board Size (0.45Mtx0.25Mtx1.20M Of 18 Swg Cold Rolled M.S Sheet With 4 Legs Of 300 Size With One Coat Of Red Oxide Primer And Two Coats Of Smoke Grey /Navy Blue Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Mount 3Phase Starter, Main Switch And Capacitor Inside The Panel Board Vertically Over 18 Swg M.S.Sheet And The Danger Board Fixed On The Top Of The Panel Doorreputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Motor Hood Size (0.45Mx0.45Mx0.60M) Made With 18 Swg (Cold Rolled M.S.Sheet With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Attachement With The Groves On Rear Side Of The Pannel Board Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , Motor Base Plate Made With M.S Angle With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Hole For Fixing Nut & Bolt Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , 4Kvar Power Shunt Capacitor With Isi Mark Of Of Reputed Approved Brand Of Isi Marked Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Cost Of 3/16Mm2 T.D Cabel , Cost Of Other Petty Materials Like Connection Wire And Cabel Laying In Trench & Energisation , Electrical Installation , Tranporation, Energisation & Including By Party Agreement. , Kit Bag Including Plyer, Tester, Slide Range, Screw Driver, Hand Gloves All Are In Taparia Make To Be Hahded Over To The Panipanchayat , Cost Of Electrical Earthing , Construction And Erection Of 11/0.416 Kv 25 Kva Star Rated Dp Sub-Stationconfirming To Re Rule 1956. Mounted On 2.44 Mt Long Structure, Supported On 10 Mt Long Psc Pole, Transformer Hard Channel & Top Channel Made Of 2.8 Mtr Long 100X50x6 Mm Size Ms Channel, Transformer Belting On 2.80 Mtr Long 50X50x5mm Size M.S. Angle, (All Recspn. Std. F-3), With All Accessories Like, 3 Pole 11 Kv H.G. Fuse (F-5) Abd Ab Swithces (F-9) Both Mounted On 2.8 Mtr Long 75X40x6 Mm Size M.S. Channel And Supported By 1.0 Mtr Long 50X50x5 Mm M.S. Angle, With 3 Nos. 11 Kv Lightening Arrestor & Distribution Box For 25 Kva S/S Mounted On Box ( 75X40x6 Mm) To 2.5 Mtr Long Pipe Earthing (F-2) Including Cost Of 50 Sq Mm 3.5 Core Lt Cable Connecting The Supply Line With 55 Sq Mm Aaa Conductor, Providing G.I. Ht Stay As Required Carping & Padding Of Poles, Danger Board At Each Pole. ., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3 Phase 11 Kv Line As Per Rec Stanard Confirming To Re Rules 1956 With 10 Mt Long Psc Pole Support In 50 Mtr Span, 55 Sq Mm Aaa Conductor, 11 Kv V Cross Arm, With Required No Of 11 Kv T & C Disc. Insulators & 11 Kv Pin Insulators, Carping & Padding Of Poles, Danger Board At Each Pole, Anti Climbing Devices, Stay Set At Bending Point And Double Stay At End Point With 18 Mm G.I. H.T Stay, Concreting Of Stay With Anchor Plate Guarding At Road Crossing Etc., Marking Olic In Every Psc Pole In Enamale Paint Including Cost Of All Materials. With Ab Switch & Interposing Pole, Labour Trasportation, Inspection And Commissioning With Cut Point Etc., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3-Phase, 4-Wire Lt Line As Per Rec Standard Confirming To Re Rules 1956, With 9 Meter Long Psc Pole Support In 50 Meter Span, 3X35+1X25 Sqmm Ab Cable, Required Numbers Of 16 Mm Lt Gi Stay-Set At Bending Point And Double Stay At End Point With Required Numbers Of Suspension Clamp,Dead End Clamp And Lt Stay Insulator, Providing Coil Earthing At Each Pole ,Carping And Padding Of Poles, Danger Board At Each Pole With Anti-Climbing Device Etc. Including Cost Of All Other Fittings, Petty Materials, All Labours, With Liaison For Inspection And Commissioning& Writing On The Pole As Per Prescribed Colour Code, Etc, Complete As Per The Direction Of The Site Engineer In Charge .
|
|
Contract Value:
28.76 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
BINOD BIHARI SAHU
|
View Tender Results
|
|
|
|
44.
Orissa Lift Irrigation Corporation Limited
|
Odisha
|
|
|
BRR:10024110
Tender for Earthwork In Excavation Of Foundation In Hard Soil Including Dressing & Levelling Of Bed Within Initial Lead Of 50Mt. & Lift Of 1.5Mtr Etc Complete As Per The Direction Of The Engineer-Incharge. , Excavation In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical 60% & Mannual 40%) , Filling In Foundation & Plinth With Sand Including Watering & Ramming Etc Complete As Per The Direction Of The Engineer-Incharge. , Cement Concrete (1:4:8) With 4Cm Size H.G.B. Hand Broken Metal Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Convence Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc. Complete As Per The Direction Of The Engineer-Incharge. , Pcc/Rcc Cement Concrete (1:2:4) With 12Mm Size Black C.B. Hand Broken Chips Of Approved Quality From Approved Quarry With Ramming Watering And Curring Etc. Complete Including Cost, Taxes, Royalty Conveyance Charge Of All Material To Worksite, Supply Of Cement T&P Required Etc Complete As Per The Direction Of The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Foundation & Plinth Etc. Complete As Per The Engineer-Incharge. , Fly Ash Brick Work 25Cm X 12Cm X 8Cm Size Having Crushing Strength Not Less Than 75Kg / Cm2 With Dimensional Tolerrance + 8% In Cement Mortar (1:6) In Super Structure Etc. Complete As Per The Engineer-Incharge. , 12Mm Thick Plaster In Cement Mortar (1:6) Finished Smooth To Brick Massonary After Racking Out Joints Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Reinforced Cement Concrete Lintel Data (For 9.00 Sqms.) , Rigd Smooth Centering And Suttering For Reinforced Cement Concrete Works Including Roof Slab, Reinforced Cement Concrete Floor, Landing Balcony, Projection Sun Shed & Chajja, Sheles Data (For 9.00 Sqms.) , Labour Charge For M.S. Reinforcement For Reinforced Cement Concrete Work Including Cutting, Bending & Typing The Grills & Placing In Position Including Cost Of Binding Wire 18 To 20 Guage Per Qntl. Including Cost Of Hysd Steel Bar (Fe 415/ Fe 500) , Cement Punning Over Plastering Including Waterring And Curring With Cost, Taxes, Royalty And Conveyance Charges Of All Material To The Worksite And Supply Of All Labour And T&P Required For The Work Etc Complete As Directed By The Engineer-Incharge. , 2.5 Cm (1) Thick Artificial Stone Flooring With Cement Concrete(1:2:4) Including Punning Using 12 Mm Size Hard , Cost Of M.S. Fabricated Door & Window Including Fitting And Fixing Charges Etc. Complete. (Size Door 3Ft X 6Ft) (W- 2Ft X 3Ft) , 2.5 Cm Thick Grading Concrete (1:2:2) On Roof Slab With 6Mm Size H.G (C.B) Chips On New Work Including All Cost Etc. Complete. , White Washing Two Coats With Shell Lime , Distempering Two Coats To Wall , Wiring Of Pump Chamber , Cost Of Out Let Of Tee Tank , Cost Of 300 Mm Dia Reinforced Cement Concrete Hum Pipe( Np 3 ) As Per Specifications Including Laying & Fitting With Collars As Required. , Filling The Foundation And Plinth With Excavated Material As Directed By The Engineer-Incharge. , Filling In F&P With Excavated Materials Including Well Watered And Rammed.In Hard Soil Such As Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Moorum Ordinary Gravels, Within 50M. Initial Lead And 1.5M. Initial Lift Including Rough Dressing And Breaking Clods And Stacking Rubble Or Spreading And Leveling Within The Site As The Case May Be Etc; Complete.Asper Direction Of The Engineer-In-Charge.(Mechanical Plus Mannual I.E. Of Item No. 5 Above) , Writing Charge Of Required Information And Data On Both Side Of The Transperancy Pillar Including Supplying Of Approved Paints And Required Material For Writing Etc. Complete As Per The Direction Of The Engineer-Incharge. , 100Mm Dia Nominal Bore G.I.Pipe Having Wall Thickness 4.5Mm Electrical Resistance Welded Of Medium Class Confirming To Is- 1239(Part-1/2004) With Latest Ammendments, Screwed At Both Ends As Per Is-554 With Socketed At One End And The Other End Protected With Plastic Threaded Protector Including Its Transportation And Unloading At L.I.P. Site. The Socket Confirming To Isi 1239(Part Ii/1992) With Latest Ammendments In Random Length Of 4 To 7 Mtr.Each Pipe Should Bear Is Certification And Manufacturers Name/Trade Mark. (As Per special repair 2022) , 100Mm Dia G.I.Bend ( Medium Duty) Conforming To Is No-1239 (Part Ii/1992) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia G.I.Flange (Medium Duty) Conforming To Is No-6392/1971 With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 100Mm Dia C.I. Screw Boss Foot Valve Of Swing Type Friction Less With Single Disc Conforming To Is-4038/1979 Of Reputed Brand With Isi Mark Of Reputed Company Having Wide Dealership Network Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (Kirlosker Make) , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 200Mmdia Hdpe Pipe Pe 80-Pn4 , Cost, Supplying Of Isi Marked High Density Polythelene (Hdpe) Pipes For Water Supply As Per Is 4984/2016 In The Following Nominal Diameter, Grades Of Materials, Pressure Rating Including The Rates Of Ex-Factory, Pre & Post Inspection, Cess Etc Complete But Excluding The Cost Of Gst Cost Of 160 Mmdia Hdpe Pipe Pe 80-Pn4 , Transportation Of 200 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , Transportation Of 160 Mm Dia Hdpe Pipe From Nearest Approved Manufacturing Units As Listed In Epm Rate Contract To Village Site Of The Project , 100Mm Dia C.I.Sluice Valve Flanged Type Pn-1.0 As Per (Is-14846-2000 Standard) With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , 100Mm Dia C.I.Double Flanged Non Return Valve Swing Type Pn-1.0 (Is-5312(Part-I-2004) With Bypass Arrangement With Isi Mark Of Reputed Brand Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost, Supplying Of 25Mm Dia Kirloskar Make C.I Single Air Release Valve (Standard) Pn 1.6 With Saddle And Raiser Pipe Conforming To Is 14845 (Si) With Isi Mark Including All Cost, Conveyance, Cess Etc Complete , Cost Of 200 X 200 X 100 Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 160 Mm X 160 Mm X 110 Mm Ø Dia Weldless G.I. Tee (3.6Mm Thickness With Bend Closing And Opening Arragement Of Reputed Company , Cost Of 100X100x25mm G.I. Tee With Plug For Priming , 219Mm Dia M.S.Pipe (6.30Mm Thickness) Is 3589:2001 With Isi Mark Of Reputed Company Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022) , Cost Of 12Mm Thick Ms Plate Flange 200Mm Dia Isi Mark Of Reputed Company , 200 Mm Hdpe Tail Piece 160 Mm Long , 200 Mm Slipon Flange , 160 Mm Hdpe Tail Piece 160 Mm Long , 160 Mm Slipon Flange , Cost Of Welding & Laying Fitting 200Mm M.S. Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 200Mm Hdpe Pipe , Labour Charges For Transporting Of Pipe Stockyard To Work Site,Laying ,Jointing, Fitting & Testing Of 160Mm Hdpe Pipe , Labour Charges For Delivery And Fitting Including Fitting Of Priming Tee, Sluice Valve, Nr Valve, Air Release Valve And Riser Tee Etc And Installation , Cost Of Rubber Insertion 3Mm Thick , Cost Of Nut Bolt , 150Mm Dia C.I. Butter Fly Valve Bs:5155/15: Kirloskar Or Equivalent Make 13095-Ci Moc Lever Operated Pn-1.0 With Isi Mark Of Reputed Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst (As Per special repair 2022 , 200 Mm Hdpe Elbow Spigot Design 6 Kg , 160 Mm Hdpe Elbow Spigot Design 6 Kg , Cost Of 200Mmx100mm M S Reducer , 200X200x200 Mm Hdpe Tee Spigot Design 6 Kg , 200X200x160 Mm Spigot Moulded Reducing Hdpe Tee 10 Kg , 160X160x160 Mm Hdpe Tee Spigot Design 6 Kg , 200 Mm Hdpe End Cap , 160 Mm Hdpe End Cap , 12.5 Hp/9.3 Kw Energy Efficiency Monoblock Pump Set Of Total Head 24 Mtrs Having Discharge 1700 Lpm With Squirrel Cage Induction Motor Fitted With Bronze Impeller Tb-2 Of Is 318/1981, Companion Flanges & Class FInsulation Suitable For Operation 415 Volt +6%-15% 3 Phase, 50Hz Ac Poweer Supply Suction/Deliveery= 100Mmx100mm With Bee 3 Star Rated Energy Efficiency Pump & As Per Is-9079/2002 With Overall Efficiency 62 To 65% Of Reputed Brand Having Wide Dealership Net Work For Easy Availability Of Spares Confirming To Is Specification (A) Casing: Fc 200 As Per Is 210/1978 (B) Impeller: Bronze Grade Ltb-2 Of Is 318/1981 Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Automatic Star Delta Starter Sheet Steel Enclosure Suitable For Operation Of Squirrel Cage Induction Motor Upto 15 Hp (13-20) With 16. annual periodical maintenance (Ac-3) Contactor At 415 Volt +6%-15%, 3 Phase, 50 Hz, Ac Supply With Suitable Overload Relay & No Volt Coil With Electric Pnemutic Timer Suitable For Operation At Voltage Range Of 300-440 Volt Including Cost Of Transportation To Site The Starter Should Provide Dependable Protection Against Overload And Single Phasing & Should Be Of Reputed Brand Having Wide Dealership Network For Easy Availability Of Spares Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , 63 annual periodical maintenance Triple Pole Mainswith Confirming To Is No.4064(Part I & Ii) With Isi Marking Of Reputed Company Having Utilisation Capacity Cagegory Ac- 22 Reputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Empty Outdoor Irrigation Pannel Board Size (0.45Mtx0.25Mtx1.20M Of 18 Swg Cold Rolled M.S Sheet With 4 Legs Of 300 Size With One Coat Of Red Oxide Primer And Two Coats Of Smoke Grey /Navy Blue Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Mount 3Phase Starter, Main Switch And Capacitor Inside The Panel Board Vertically Over 18 Swg M.S.Sheet And The Danger Board Fixed On The Top Of The Panel Doorreputed Brand Of Isi Specification Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Motor Hood Size (0.45Mx0.45Mx0.60M) Made With 18 Swg (Cold Rolled M.S.Sheet With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Of Approved Quality On Both Side (Inside & Outside) Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Attachement With The Groves On Rear Side Of The Pannel Board Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , Motor Base Plate Made With M.S Angle With One Coat Of Red Axide Primer And Two Coats Of Powder Coated Paint Suitable To Cover Centrifugal Monoblock Pump Set From 10 Hp To 15 Hp And Having Provision For Hole For Fixing Nut & Bolt Of Approved Brand Including All Cost, Conveyance, Cess Etc Complete As Per The Direction Of The Engineer-In-Charge But Excluding Cost Of Gst , 4Kvar Power Shunt Capacitor With Isi Mark Of Of Reputed Approved Brand Of Isi Marked Including All Cost, Conveyance, Cess Etc Complete But Excluding Cost Of Gst , Cost Of 3/16Mm2 T.D Cabel , Cost Of Other Petty Materials Like Connection Wire And Cabel Laying In Trench & Energisation , Electrical Installation , Tranporation, Energisation & Including By Party Agreement. , Kit Bag Including Plyer, Tester, Slide Range, Screw Driver, Hand Gloves All Are In Taparia Make To Be Hahded Over To The Panipanchayat , Cost Of Electrical Earthing , Construction And Erection Of 11/0.416 Kv 25 Kva Star Rated Dp Sub-Stationconfirming To Re Rule 1956. Mounted On 2.44 Mt Long Structure, Supported On 10 Mt Long Psc Pole, Transformer Hard Channel & Top Channel Made Of 2.8 Mtr Long 100X50x6 Mm Size Ms Channel, Transformer Belting On 2.80 Mtr Long 50X50x5mm Size M.S. Angle, (All Recspn. Std. F-3), With All Accessories Like, 3 Pole 11 Kv H.G. Fuse (F-5) Abd Ab Swithces (F-9) Both Mounted On 2.8 Mtr Long 75X40x6 Mm Size M.S. Channel And Supported By 1.0 Mtr Long 50X50x5 Mm M.S. Angle, With 3 Nos. 11 Kv Lightening Arrestor & Distribution Box For 25 Kva S/S Mounted On Box ( 75X40x6 Mm) To 2.5 Mtr Long Pipe Earthing (F-2) Including Cost Of 50 Sq Mm 3.5 Core Lt Cable Connecting The Supply Line With 55 Sq Mm Aaa Conductor, Providing G.I. Ht Stay As Required Carping & Padding Of Poles, Danger Board At Each Pole. ., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3 Phase 11 Kv Line As Per Rec Stanard Confirming To Re Rules 1956 With 10 Mt Long Psc Pole Support In 50 Mtr Span, 55 Sq Mm Aaa Conductor, 11 Kv V Cross Arm, With Required No Of 11 Kv T & C Disc. Insulators & 11 Kv Pin Insulators, Carping & Padding Of Poles, Danger Board At Each Pole, Anti Climbing Devices, Stay Set At Bending Point And Double Stay At End Point With 18 Mm G.I. H.T Stay, Concreting Of Stay With Anchor Plate Guarding At Road Crossing Etc., Marking Olic In Every Psc Pole In Enamale Paint Including Cost Of All Materials. With Ab Switch & Interposing Pole, Labour Trasportation, Inspection And Commissioning With Cut Point Etc., Complete As Per The Direction Of The Site Engineer Incharge. , Construction Of 3-Phase, 4-Wire Lt Line As Per Rec Standard Confirming To Re Rules 1956, With 9 Meter Long Psc Pole Support In 50 Meter Span, 3X35+1X25 Sqmm Ab Cable, Required Numbers Of 16 Mm Lt Gi Stay-Set At Bending Point And Double Stay At End Point With Required Numbers Of Suspension Clamp,Dead End Clamp And Lt Stay Insulator, Providing Coil Earthing At Each Pole ,Carping And Padding Of Poles, Danger Board At Each Pole With Anti-Climbing Device Etc. Including Cost Of All Other Fittings, Petty Materials, All Labours, With Liaison For Inspection And Commissioning& Writing On The Pole As Per Prescribed Colour Code, Etc, Complete As Per The Direction Of The Site Engineer In Charge .
|
|
Contract Value:
26.27 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
MAHESWAR CHAKRA
|
View Tender Results
|
|
|
|
45.
Local Self Government Department
|
Kerala
|
|
|
BRR:10023855
Pro No. 303/2024-25 Nayanar Nagar Sc Colony Drinking Water Project - Ward 11 In Arimpur Gp Nayanar Nagar Sc Colony Drinking Water Project - Ward 11 In Arimpur Gp
|
|
Contract Value:
6.92 Lakhs
|
Contract Date:
24-Nov-2025
|
Contractor Name:
K R ARUNLAL
|
View Tender Results
|
|
|
|
|
|
BRR:10023691
Tender for Annual Plan-Project No. 756/25-26, Nadumannil Canal Footpath In Division 12-Of Parappanangadi Municipality-General Civil Work
|
|
Contract Value:
67620.46
|
Contract Date:
20-Apr-2026
|
Contractor Name:
PULIKKALAKATH FAIZAL
|
View Tender Results
|
|
|
|
47.
Directorate Of Municipal Administration
|
Maharashtra
|
|
|
BRR:10023477
Tender For Scientific Dumpsite Land Reclamation through Biomining, Resource Recovery and Scientific Projects Disposal at Chandwad Municipal Council
|
|
Contract Value:
33.37 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
PRADEEP HANUMANT JADHAV
|
View Tender Results
|
|
|
|
48.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022820
Tender for Annual Plan-Pro No. 57/25-26 Kizhakkekkara Drinking Water Project Pipe Line Extension And Related Works With Painting In Ward 11 Of Muvattupuzha Municipality-Cfc Tied Fund-General Civil Work
|
|
Contract Value:
4.92 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
KURIAKOSE JOSE
|
View Tender Results
|
|
|
|
49.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022448
Annual Plan -2025-26 /Kdsy/Pro. No.197/26 Chowka Kandakulam Canal Bund Road Link Gramothayam Drinking Water Project Retarring Irish Ward 20 -Kodasserygp-Chalakudy Bp-General
|
|
Contract Value:
5.39 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
Saraya Contractors
|
View Tender Results
|
|
|
|
50.
South Eastern Coalfields Limited
|
Chhattisgarh
|
|
|
BRR:10022304
Tender for Manual Cleaning Of Box Culvert / Hume Pipe Culvert From Pragati Nagar Pond To Lilagarh River And Providing And Fixing Of Ob /Earth Filled Cement Bags At Various Location Of Mine Of Dipka Expansion Project At Dipka Area.(For Monsoon 2026-27).
|
|
Contract Value:
10.62 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
MAHENDRI DEVI
|
View Tender Results
|
|
|
|
51.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022063
Annual Plan-Maintenance ofAnganwadi No 101-PROJECT NO 61/25-26 KOTTANGAL GP-General Civil Work--- 1 Maintanance 2 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 3 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete 5 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete 6 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 7 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 8 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 8.2.1.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 10 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. 11 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete 12 8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 13 50.18.8.9.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2 14 OD146117/2025-2026:Supplying and fixing pvc door with frame in locally available best quality including cost of all fittings labour charges etc. complete 15 17.7.4:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 16 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall 17 50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall 18 17.10.2.3:Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink without drain board470x420 mm bowl depth 178 mm 19 17.13.2:Providing and fixing white vitreous china water closet squatting pan ( Indian type):Orissa pattern W.C. pan of size 580x440 mm 20 OD146344/2025-2026:Providing and fixing Baby friendly floor mounted, white vitreous china single piece, doubletraps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity5 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. 21 17.60.2.3:Providing and fixing trap of self cleansing design with screwed down or hinged grating without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 75 mm outletHubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 22 51.19.ST2:Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 2. 15 to below 25 flush capacity 23 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 24 18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 25 50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall 26 50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall 27 50.18.8.2.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 28 50.18.9.17.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall 29 50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow 30 50.18.9.20.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl 31 50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow 32 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 33 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 34 OD146422/2025-2026:Drawing and painting with universal colourant to the anganwadi / LPs class room walls with educational pictures such as numbersand alphables and entertainment picturs to the existing painted surface including the cost of materials labour for sketching the pictures and coloring and finishing the pictures 35 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 36 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 37 50.9.11.2:Providing and fixing Thomson Multi wood board or equivalent make paneling 18 mm thick, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately)as per the direction of site Engineer-in-charge. 38 9.100.2:Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:100 mm 39 9.95.6:Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:75x63x4 mm 40 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 41 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 42 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 43 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
|
|
Contract Value:
3.90 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
Lenju Moncy
|
View Tender Results
|
|
|
|
52.
Public Works Department
|
West Bengal
|
|
|
BRR:10021766
Tender for Restoration Work On Dum Dum Road ( In Between Ch. 0.00 Km To Ch. 1.140 Km) Due To Laying Of Different Pipe Varying From 60 Mm/300 Mm Dia On Dum Dum Road For Implementing The Water Supply Project Under South Dum Dum Municipality Area During The Year 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
53.
Bharat Heavy Electricals Limited
|
Jharkhand
|
|
|
BRR:10021678
Supply Of Pressure And Differential Pressure Gauges For Patratu 3X800mw Fgd Project , Pressure Gauges Low Pressure Services - Main Supply , Pressure Gauges Low Pressure Services - Spares Supply , Pressure Gauges Oil, Slurry, Sludge Water Services -Main Supply , Pressure Gauges Oil, Slurry, Sludge Water Services - Spares Supply , Pressure Gauges With Glycerine Filled Dial - Main Supply , Pressure Gauges With Glycerine Filled Dial- Spares Supply , Freight Charges For Complete Scope Of Supply (Up To Project Site)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
54.
National Education Society
|
Rajasthan
|
|
|
BRR:10020124
Bids Are invited for Teachers diary - good quality paper with 70 gsm paper or above printed in EMRS Format , Lecture attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , Monitor diary - good quality paper with 70 gsm paper or above printed in EMRS Format , Student diary Academic - good quality paper with 70 gsm paper or above printed in EMRS Format , Class attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , Subject committee register - good quality paper with 70 gsm paper or above printed in EMRS Format , Class arrangement register - good quality paper with 70 gsm paper or above printed in EMRS Format , Gate register - good quality paper with 70 gsm paper or above printed in EMRS Format , House meeting register - good quality paper with 70 gsm paper or above printed in EMRS Format , Supervise study attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , Supervise study attendance register Girls - good quality paper with 70 gsm paper or above printed in EMRS Format , Hostel night attendance register Boys - good quality paper with 70 gsm paper or above printed in EMRS Format , Hostel night attendance register Girls - good quality paper with 70 gsm paper or above printed in EMRS Format , Mess attendance register Boys and Girls - good quality paper with 70 gsm paper or above printed in EMRS Format , Prayer attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , PT and games attendance register Girls - good quality paper with 70 gsm paper or above printed in EMRS Format , PT and games attendance register Boys - good quality paper with 70 gsm paper or above printed in EMRS Format , Student profile register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise movement register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise academic register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise counselling register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise activity achievement register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise student behaviour register - good quality paper with 70 gsm paper or above printed in EMRS Format , Housewise student sickness register - good quality paper with 70 gsm paper or above printed in EMRS Format , Consumable stock register - good quality paper with 70 gsm paper or above printed in EMRS Format , Dead stock register - good quality paper with 70 gsm paper or above printed in EMRS Format , Mess management committee register - good quality paper with 70 gsm paper or above printed in EMRS Format , Remedial study attendance register - good quality paper with 70 gsm paper or above printed in EMRS Format , Food testing register - good quality paper with 70 gsm paper or above printed in EMRS Format , M and R complaint register - good quality paper with 70 gsm paper or above printed in EMRS Format , Daily use items distribution register Girls - good quality paper with 70 gsm paper or above printed in EMRS Format , Daily use items distribution register Boys - good quality paper with 70 gsm paper or above printed in EMRS Format , Health card - good quality paper with 70 gsm paper or above printed in EMRS Format , Condemnation register - good quality paper with 70 gsm paper or above printed in EMRS Format , Photocopy rim - 70 gsm jk paper or similar , Daily attendance diary - good quality paper with 70 gsm paper or above printed in EMRS Format , Cash book - 142 pages good quality , Mess stock register consumable - 99 pages , Chart paper - Multicolour good quality , Project file IX class - 15 pages good quality , Project file X class - 15 pages good quality , Project file XI class - good quality , Project file XII class - good quality , Registers - good quality paper with 70 gsm paper 250 page , Thumb pin for notice board - Multicolour , Whiteboard marker - camlin or similar , Whiteboard ink - 250 ml each , Duster - good quality , Notebook A4 size - 160 page 58 gsm paper , Gel or Ink pen - blue or red or black , Pencil - natraj or similar , Geometry box - Standard metal geometry box with compass set , Atlas - School atlas latest edition , Map for practice - India or world or rajasthan outline map for practice , Eraser - Non dust soft eraser , Graph notebook - A4 graph notebook 44 page , Drawing book - A4 drawing book 36 pages , Water colour and Colour pencil or Crayons , Practical notebook Chemistry - With school name 160 page , Practical notebook Physics - With school name 160 page , Practical notebook Biology - With school name 160 page , Practical notebook Class IX - With school name 160 page , Practical notebook Class X - With school name 160 page , Practical notebook Geography - With school name 160 page , Scale - 30 cm , Identity card - each student pvc id card with printed laniyard , Student diary - With school name , School bags - With school name and logo printed , Activity book - good quality , Sapnon ki udaan E magazine , Modelling clay - Modelling clay good quality , Tissue paper with holder - good quality , Red ball pen for exam Total Quantity : 24349
|
|
Contract Value:
12.69 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
Spire ventures
|
View Tender Results
|
|
|
|
55.
Directorate Of Municipal Administration
|
Karnataka
|
|
|
BRR:10019962
Supply Of Kmf Registers For Town Municipal Council Navalgund For The Year 2026-27 - Classified Registers Of Receipts And Payments Kmf No 6 Rule 15(2),Register Of Bills Received By Accounts Department Kmf No 23 Rule 37(6),Payment Order Kmf No 22 Rule 37(4),Departmental Register Of Bills Kmf No 21 Rule 37(3),Chitta Kmf No 17 Rule 28(1),Register Of Cheque Received Kmf No 15 Rule 24(2),Abstract Of Pay Bill Cum Aquittance Roll Kmf No 50A Rule 95(1),Pay Bill Cum Aquittance Roll Of Permanent Or Temporary Establishment Of The Municipality For The Month Of Kmf No 50 Rule 95(1),Scale Register Kmf No 49 Rule 93(1),Proposition Statement For Revision Of Establishment Kmf No 48 Rule 92(1),Register Of Sinking Fund For Asset Replacement Kmf No 47 Rule 89(5),Register Of Movable Properties Kmf No 46 Rule 87(1),Register Of Immovable Properties Kmf No 45 Rule 87(1),Register Of Land Under Roads Kmf No 44/A Rule 87(1),Register Of Land Kmf No 44 Rule 87(1),Royalty Register Kmf No 43 Rule 84(1),Summary Statement Of Status Of Capital Works-In-Progress Kmf No 42 Rule 83(3),Register Of Public Works Kmf No 41 Rule 79(1),Advice Showing The Details Of Delegated Loan Raised Progress Report On The Project Undertaken Under Delegated Loans For The Month Of Contractors Bill Kmf No 36 Rule 73(B)2)Ii),Grant Register Kmf No 35 Rule 72(2),Register Of Miscellaneous Sales Or Auction Kmf No 34 Rule 67 And 115(3),Stock Register Of Ticket Books For The Year Kmf No 32 Rule 65(2),Form Of License Kmf No 31 And 61(1),Register Of Decrees Kmf No 30 Rule 55(2),Register Of Civil Suits Kmf No 29 Rule 55(2),Suspense Register Kmf No 28 Rule 53(4),Register In Changes In Demand And Adjustment Kmf No 27 Rule 53(3),Register (License Fees) Demand Collection & Balance (Dcb) Register Kmf No 26/A Rule 53(1) (D),Miscellaneous Demand Collection & Balance (Dcb) Kmf No 26 Rule 53(1)(A),Special Demand Collection & Balance (Dcb) Register Kmf No 25 Rule 53(1)(B)64,(1)&66(1),Demand Collection & Balance Kmf No 24 Rule 53(1)(A),Raper Files Brown Paper,Earmarked Fund Register Kmf No 73 Rule 120,Register Of Loans Kmf No 71 Rule 119(1),Register Of Securities Kmf No 70 Rule 118,Deposit Refund/Adjustment Kmf No 69 Rule 116,Register Of Bank Guarantees Kmf No 68 Rule 115(2),Register Of Deposits Kmf No 67 Rule 115(1),Register Of Investments For The Year Kmf No 66 Rule 114(1),Stationery Stock Register For The Year. Kmf No 65 Rule 113,Stamps Register Kmf No 64 Rule 112,Permanent Advance Register Kmf No 63 Rule 111(3),Register Of Interest On Loans And Advances To Employees For The Year Kmf No 62 Rule 110(3),Register Of Advances Kmf No 61 Rule 110(1),Approval Register Of Advances As At 31St March. (Year) Kmf No 60 Rule 109,Log Book For Vehicles Kmf No 58 Rule 107(2),Yearly Statement Of Closing Stock (For The Year Ended Kmf No 57 Rule 106(2)(E),Summary Of Materials Issued To Other Departments For The Month Of Kmf No 56 Rule 106(2)C,Material Issue Note Kmf No 55 Rule 106(2)(B),Material Receipt Note Kmf No 54 Rule 106(2)(A),Register Of Stores Kmf No 53 Rule 106(1),Detailes Statement Of The Permanent/Temporary Detailed Statement Of The Establishment Of The Pensionable /Non-Pensionable As It Stood On Ist March (Annual Return Of Establishment) Kmf No 52 Rule 104(1)(3),Periodical Increment Certificate Kmf No 51 Rule 95(3)(Vi),Large Size Envelope (Printed On This Offices Letterhead),Medium Size Envelope (Printed On This Office Letterhead),Small Size Envelope (Printed On This Office Letterhead),Unavailable Certificate Form 10,Tap Water Demand Notice Book,Two Hundred Pages Tap Water Demand Register,Shop Registration Register,Stillbirth Pattern 3,Sas Notice Books,Resolution Books,Register Of Money Drawn And Disbursed,Register Of Letters Sent,Register Of Incoming Letters,Register Of Cases Book,Monthly Stillbirth Summary Report,Monthly Birth Summary Report,Measure Book M.A.R No. 57,List File,Local Bathwada Registration Book,Dead Stock Register,Card Sheet File,Casual Leave Registration Booklet,Case History Register Book,Book That Received Requests For Photocopies,Death Report Form 2,Birth Report Form 1,Attendance Books,Application For A Copy
|
|
Contract Value:
3.22 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
Siddalingesha Shettar( Printers House )
|
View Tender Results
|
|
|
|
56.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10019261
Tender for Sinking Of Cylindrical Tube Well 80 Mm Dia X 40 Mm Dia Up To 90 Mtrs. Depth By Water Jet System Near Jubak Sangha In Booth No. 174, Ward No. 26 Under Madhyamgram Municipality. (Fund - Apas), (Project Id - Apas/ 01/118/174/0003).
|
|
Contract Value:
74969.5
|
Contract Date:
27-Jan-2026
|
Contractor Name:
GHOSAL ENTERPRISE
|
View Tender Results
|
|
|
|
57.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10019258
Tender for Sinking Of Cylindrical Tube Well 80 Mm Dia X 40 Mm Dia Up To 106 Mtrs. Depth By Water Jet System At Kadamtala Near Patuli F.P School In Booth No. 230, Ward No. 03 Under Madhyamgram Municipality. (Fund - Apas), (Project Id-Apas/ 01/118/230/0003).
|
|
Contract Value:
81736.47
|
Contract Date:
27-Jan-2026
|
Contractor Name:
GHOSAL ENTERPRISE
|
View Tender Results
|
|
|
|
58.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10019255
Tender for Sinking Of Cylindrical Tube Well 80 Mm Dia X 40 Mm Dia Up To 106 Mtrs. Depth By Water Jet System At Kadamtala Near Ramkrishna Sangha In Booth No. 82, Ward No. 16 Under Madhyamgram Municipality. (Fund - Apas), (Project Id-Apas/ 01/118/82/0002).
|
|
Contract Value:
81736.47
|
Contract Date:
27-Jan-2026
|
Contractor Name:
GHOSAL ENTERPRISE
|
View Tender Results
|
|
|
|
59.
Local Self Government Department
|
Kerala
|
|
|
BRR:10019184
Tender for Annual Plan-Kolazhy Gp Proj No 234/26 Pipeline Extension To Chamakkad Drinking Water Project In Ward 17-2025-2026-General Civil Work
|
|
Contract Value:
2.52 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
LONAKUTTY K P
|
View Tender Results
|
|
|
|
60.
Water Resources Department
|
Madhya Pradesh
|
|
|
BRR:10018594
Tender for Shifting Of Deposited Over Burden Material At Confluence Of Spill Channel And Sagad River Of Sagad Medium Project.
|
|
Contract Value:
74.98 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
M/s PANKAJ BUILDCON
|
View Tender Results
|
|
|
|
61.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10018205
Tender for Construction Of Approach Bridge, Compound Wall For Water Treatment Plant, Scada -Automation And Drinking Water Pipeline From Village Bhota To Bhon Including Operation & Maintenance For Period Of 10 Years For Water Supply Scheme Of 15 Villages On Left Bank And 10 Villages On Right Bank Of Purna River Of Jigaon Project Tal. Nandura, Dist. Buldhana.
|
|
Contract Value:
40.48 Crore
|
Contract Date:
17-Apr-2026
|
Contractor Name:
ATUL ENGINEERING SERVICES
|
View Tender Results
|
|
|
|
62.
Irrigation And Public Health Department
|
Himachal Pradesh
|
|
|
BRR:10017264
Tender for Water Body (Bowari) Rejuvenation Project For Existing Source At Gadana In Tehsil Bhattiyat Distt. Chamba (H.P) (Sh:-C/O Plain Cement Concrete R/ Wall At Rd 0 To 7.00 =7.00 Rmt. Of Ht. =4.75 Mtrs.)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
63.
Water Resources Department
|
Punjab
|
|
|
BRR:10017193
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 123500-135000 In Rajewal Complex Of River Sutlej In Distt. Jalandhar.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
64.
Water Resources Department
|
Punjab
|
|
|
BRR:10017192
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 135000-145000 In Ismailpur Complex Of River Sutlej In Distt. Jalandhar.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
65.
Water Resources Department
|
Punjab
|
|
|
BRR:10017191
Tender for Estimate For Project To Reduce Disaster Risk And Its Impact By Construction Of River Edges In Between Rd 145000-155000 In Ismailpur Complex Of River Sutlej In Distt. Jalandhar
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
66.
Bharat Heavy Electricals Limited
|
Maharashtra
|
|
|
BRR:10015909
Tender For Supply Of Pressure Gauges Low Pressure Services , Pressure Gauges Oil, Slurry, Sludge Water Services , Differential Pressure Gauges Low Pressure Services , Pressure Gauges With Glycerine Filled Dial , Pressure Gauges With Gauge Saver , Freight Charges For Complete Scope Of Supply (Up To Project Site) , Pressure Gauges Low Pressure Services , Pressure Gauges Oil, Slurry, Sludge Water Services , Differential Pressure Gauges Low Pressure Services , Pressure Gauges With Glycerine Filled Dial , Pressure Gauges With Gauge Saver , Freight Charges For Complete Scope Of Supply (Up To Project Site)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
67.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10015149
Tender for Manufacturing And Fabrication Of Sliding Type Gate 0.6 X 0.6 Mtr 02 Nos And 0.9 X 0.9 Mtr 04 Nos For Isapur Right Bank Canal Dist.Nanded Under Executive Engineer Upper Pain Ganga Project Division No. 6 Nanded With Hoisting Arrangement Including Manufacturing , Fabrication, Erection, Commissioning And Testing As Per Standard Drawing / Approved Drawing And Specification With Relevant Is Codes Mentioned In Drawing. All Material Used Confirmed To Related Is Codes .Complete Job Including Cost Of Material, Labour, Sundry ,Transportation & Labour Welfare Cess Etc.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
68.
Rural Engineering Department
|
Uttar Pradesh
|
|
|
BRR:10012773
Tender For The RO water plant project is underway in front of the mosque in Bisukia Gram Panchayat.
|
|
Contract Value:
4.29 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
M/s Ajay Kumar Singh
|
View Tender Results
|
|
|
|
69.
Local Self Government Department
|
Kerala
|
|
|
BRR:10012225
Kattappana Municipality 2024-25-Ems Nagar Drinking Water Project Completion Ward 15- 661/25
|
|
Contract Value:
1.59 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
SIBICHAN THOMAS
|
View Tender Results
|
|
|
|
70.
Local Self Government Department
|
Kerala
|
|
|
BRR:10012222
-Karadukka Block Panchayath Project No. 25/2025 - Drinking Water Projects At Pallamgode Badhana In Delampady Gp Digging Bore Well, Pipe Line, Pump House, Tank Etc
|
|
Contract Value:
4.13 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
ABBUBAKAR SIDDIC
|
View Tender Results
|
|
|
|
71.
Local Self Government Department
|
Kerala
|
|
|
BRR:10012152
Tender for Annual Plan-211/26-Kounthy Drinking Water Project Completion In Ward 34-General Civil Work
|
|
Contract Value:
4.42 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
V N Karthikeyan
|
View Tender Results
|
|
|
|
72.
Kerala Water Authority
|
Kerala
|
|
|
BRR:10012093
Tender for State Plan-State Plan 2025-26 - Carwss To Kollengode & Adj. Panchayaths --Eco Frinedly- Alge Conctrolling In Meenkara Dam By Ultrasonic Methods - Pilot Project-General Civil Work
|
|
Contract Value:
14.78 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRASINOS TECH INNOVATIONS PRIVATE LIMITED
|
View Tender Results
|
|
|
|
73.
Local Self Government Department
|
Kerala
|
|
|
BRR:10012067
Tender for Annual Plan-Tvpm Dp 2025-26 Mullilavinkadu Vazhavila - Kanchikkavila Reservoir Road Renovation Aruvikkara Grama Panchayat Vellanad Project No:-1524/26Division-Mg Road-3000000-General Civil Work
|
|
Contract Value:
25.38 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
Surendran B
|
View Tender Results
|
|
|
|
74.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011961
Tender for Annual Plan-Proj.No. 386/2025-26, Muttikkal Urav Drinking Water Project Second Stage -Muttikkal Urav Drinking Water Project Second Stage, Madakkathara Gp,-General Civil Work
|
|
Contract Value:
3.04 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
LONAKUTTY K P
|
View Tender Results
|
|
|
|
75.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011949
Tender for Annual Plan-Pro.No.147/2025-26, Muttikkal Urav Drinking Water Project Completion -Pro.No.147/2025-26, Muttikkal Urav Drinking Water Project Completion , Madakkathara Gp-General Civil Work
|
|
Contract Value:
1.28 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
LONAKUTTY K P
|
View Tender Results
|
|
|
|
76.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011942
Tender for Annual Plan-Manarcad Gp Project No:72/25-26-Preparing Infrastructure For Chelakunnu Drinking Water Project-General Civil Work
|
|
Contract Value:
1.14 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
kochumon.m.kurian
|
View Tender Results
|
|
|
|
77.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011941
Tender for Annual Plan-Manarcad Gp Project No:108/25-26-Infrastructure Development For The Chepath Drinking Water Project Ward-4-General Civil Work
|
|
Contract Value:
29546.0
|
Contract Date:
16-Apr-2026
|
Contractor Name:
kochumon.m.kurian
|
View Tender Results
|
|
|
|
78.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011940
Tender for Annual Plan-Manarcad Gp Project No:41/25-26- Electrification Pipe Tank Maintenance Of Collège Kunnu Drinking Water Project In Ward -9-General Civil Work
|
|
Contract Value:
1.26 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
kochumon.m.kurian
|
View Tender Results
|
|
|
|
79.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011925
Tender for General-Manarcad Gp Project No:375/25-26-Provision Of Ancillary Facilities For Amalakunnu Drinking Water Projects In Ward 18-General Civil Work
|
|
Contract Value:
3.96 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
kochumon.m.kurian
|
View Tender Results
|
|
|
|
80.
Local Self Government Department
|
Kerala
|
|
|
BRR:10011870
Tender For Annual Plan-Project No. So 150/26-Upgradation Of Public Ponds In Nagaroor Panchayath-Project No. So 150/26-Upgradation Of Public Ponds In Nagaroor Panchayath-General Civil Work - Upgradation Of Public Ponds in Nagaroor Panchayath 2 OD199911/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 3 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) 4 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 5 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 6 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 7 10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 8 13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work 9 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 10 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) 11 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 12 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 13 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
|
|
Contract Value:
7.45 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
NAZARUDEEN
|
View Tender Results
|
|
|
|
81.
Irrigation Department
|
Uttar Pradesh
|
|
|
BRR:10011426
Tender For Construction Work For The Sabjipur Minor—Originating From The Dingerpur Distributary—From Km 1.375 To Km 2.260, Under The Middle Ganga Canal Project (Phase Ii).
|
|
Contract Value:
68.73 Lakhs
|
Contract Date:
23-Apr-2026
|
Contractor Name:
M/S S R CONSTRUCTION
|
View Tender Results
|
|
|
|
82.
Irrigation Department
|
Uttar Pradesh
|
|
|
BRR:10011425
Tender For Construction Work For The Sabjipur Minor—Originating From The Dingerpur Distributary—From Km 2.600 To Km 2.890, Under The Middle Ganga Canal Project (Phase Ii).
|
|
Contract Value:
26.69 Lakhs
|
Contract Date:
23-Apr-2026
|
Contractor Name:
M/S AZAM KHAN CONTRACTOR
|
View Tender Results
|
|
|
|
83.
Irrigation Department
|
Uttar Pradesh
|
|
|
BRR:10011424
Tender For Construction Work For The Sabjipur Minor—Originating From The Dingarpur Distributary—From Km 3.140 To Km 3.445, Under The Middle Ganga Canal Project (Phase Ii).
|
|
Contract Value:
27.21 Lakhs
|
Contract Date:
23-Apr-2026
|
Contractor Name:
M/S AZAM KHAN CONTRACTOR
|
View Tender Results
|
|
|
|
84.
Water Resources Department
|
Maharashtra
|
|
|
BRR:10011331
Tender for Providing Fixing Installation And Commissioning Of State Of The Art Smart Dam System For Transmission Of All Essential Data Of State Of The Art Smart Dam System And Other Necessary Compatible Transmission Control Internet Protocol Based Devices Wherever Required Along With All Necessary Software Programming Essential Equipments And Ancillary Works At Divalwadi M I Project Tal Rajapur And Dist Ratnagiri Barewadi M I Project Tal Rajapur Dist Ratnagiri Kondye M I Project Tal Rajapur Dist Ratnagiri And Vhel M I Project Tal Lanja Dist Ratnagiri The Scope Of This Work Also Covers Provision Of Essential Ancillary Online Offline Software And Hardware Services
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
85.
Irrigation Department
|
Maharashtra
|
|
|
BRR:10011177
Tender for Detailed Survey, Investigation, Revised Design Of The Existing Dam Components, Detailed Cost Estimate And Taking Its Approval From Competent Authority For The Height Rising Work Of Shanimandal Minor Project Tal And Dist Nandurbar
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
86.
Bharat Heavy Electricals Limited
|
Haryana
|
|
|
BRR:10010904
Procurement Of Low Pressure (Lp) Piping For Hpgcl Yamunanagar Project , Cooling Water Piping
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
excavation (126)
|
|
1.
Drainage Division
|
Odisha
|
|
|
BRR:10047555
Drainage Clearance To Hapa Nallah Near Village Rehanga Of Remuna Block And Gohira Nallah Near Village Raudia Under Nilagiri Block Earth Work Excavation
|
|
Contract Value:
9.02 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
Kishore Kumar Parida
|
View Tender Results
|
|
|
|
2.
Drainage Division
|
Odisha
|
|
|
BRR:10047554
Renovation Of Karandikhal Nallah Of Basta Block Earth Work Excavation
|
|
Contract Value:
10.14 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
RASMITA DAS
|
View Tender Results
|
|
|
|
3.
Municipal Bodies
|
Odisha
|
|
|
BRR:10047492
Tender for Earth Work In Excavation Of Foundation In Hard Soil Including Dressing & Levelling The Bed With Cost Of All Labour, Labour Cess, T & P Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Supplying, Filling Sand In Foundation And Plinth With Well Watered & Rammed Including Cost,Conveyance & Royalty Of Sand , Cost Of All Labour, T & P Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Cement Concrete (1:3:6) Using 4Cm Size B.H.G. (H. B.) Metal Including Cost, Conveyance & Royalty Of All Materials, Cost Of All Labour,Labour Cess, T & P, Watering, Curing Etc. Complete. , Reinforced Cement Concrete M20 Grade With 20Mm And Down Grade C.B Chips Of Approved Quality From Approve Quarry Including Shuttering ,Hoisting Laying And Compacting Etc Complete As Per The Specification & Direction Of Engineer-In-Charges.(Column Base & Footing ) , Plinth Band , Column& Beam , Lintel , Roof Slab , Kitchen Chajja , Providing & Fixing Hysd Reinforcement Bar Including All Cost Of Materials Etc Complete As Per The Specification & Direction Of Engineer-In-Charges. , Fly Ash.Brick Masonary (1:6) In Foundation & Plinth Including Cost, Conveyance & Royalty Of All Materials, Cost Of All Labour,Labour Cess, T & P, Watering, Curing Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Fly Ash.Brick Masonary (1:6) On Superstructure Including Cost, Conveyance & Royalty Of All Materials, Cost Of All Labour,Labour Cess, T & P, Watering, Curing Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , 12 Mm Thick C.P (1:4) With Punning On Wall Surface Etc Complete As Per The Specification & Direction Of Engineer-In-Charges. , 16 Mm Thick C.P (1:6) On Brick Work Including All Cost Of Materials Etc Complete As Per The Specification & Direction Of Engineer-In-Charges. , 6 Mm Thick C.P (1:4) On Reinforced Cement Concrete Surface With Deep Chipping & Slurry Treatment Including All Cost Of Materials Etc Com
|
|
Contract Value:
8.22 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
DILESWAR GARANAYAK
|
View Tender Results
|
|
|
|
4.
Municipal Bodies
|
Odisha
|
|
|
BRR:10047491
Tender for Dismantling & Removing 2.5 Cm Thick A.S.Flooring Including Stacking The Useful Materials For Reuse And Removing The Debris With In 50. M Lead T & P Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Earth Work In Excavation Of Foundation In Hard Soil Including Dressing & Levelling The Bed With Cost Of All Labour, Labour Cess, T & P Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Supplying, Filling Sand In Foundation And Plinth With Well Watered & Rammed Including Cost,Conveyance & Royalty Of Sand , Cost Of All Labour, T & P Etc. Complete As Per The Specification & Direction Of Engineer-In-Charges. , Cement Concrete (1:3:6)Using 4Cm Size B.H.G(C.B) Metal Including All Cost, Conveyance And Royality Of All Materials Cost Of All Labour, Cess T&P Watering And Curing Etc. Completeas Per The Specification & Direction Of Engineer-In-Charges. , Cement Concrete (1:2:4) With 12 Mm Size Hard Granite Chips For Reinforced Cement Concrete Work. (Per Cum) Frt & P, Watering, Curing Etc. Complete. As Per Direction Engineer In-Charge. , Fly Ash.Brick Masonary (1:6) On Superstructure Including Cost, Conveyance & Royalty Of All Materials, Cost Of All Labour,Labour Cess, T & P, Watering, Curing Etc. Complete. As Per Direction Engineer In-Charge. , 12 Mm Thick C.P (1:4) With Punning On Wall Surface Etc Complete As Per Direction Engineer In-Charge. , Fixing Tiles & Glazed /Ceramic In Dados Skirting And Risers Of Steps On 12Mm Thick Cement Plaster (1:3) Jointed With Neat Cement Slurry Mixed With Pigments To Match The Shade Of The Tiles Including Rubbing And Polishing Complete Excluding Cost Of Precast Tile Including Cost Of Precast Tiles Etc Complete.As Per Direction Engineer In-Charge. , Supplying, Fitting And Fixing Vitrified Tile 60X60cm Plain Ivory 8 To 10 Mm Thick In Floors Of Approved Make Confirming To Is : 13755 With Application Of Polymer Modified Cement Based Water Resistant Adhesive Bed Confirming To Is : 15477 Of
|
|
Contract Value:
3.38 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
RASHMITA ROUT
|
View Tender Results
|
|
|
|
5.
Maharashtra Rural Road Development Association
|
Maharashtra
|
|
|
BRR:10041953
Tender For 1)Proposed Construction And Five Year Maintenance Of High Level Bridge At Ch 4/460 Across Local Stream On Vaduj To Dalmodi Road Tal. Khatav Dist. Satara Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. As Directed By Engineer In Charge. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. Cement Concrete.As Directed By Engineer In Charge. , Removing All Types Of Hume Pipes And Stacking Within A Lead Of 1000 M Including Earthwork And Dismantling Of Masonry Works As Per Technical Specification Clause 202. Above 600 Mm To 900 Mm Dia Hume Pipe. As Directed By Engineer In Charge. , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5.For Lead Upto 250 M.As Directed By Engineer In Charge. , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1.As Directed By Engineer In Charge. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401.For Grading Ii Material.As Directed By Engineer In Charge. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening/Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405.By Mechanical Means.As Directed By Engineer In Charge. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405.By Mechanical Means.As Directed By Engineer In Charge. , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand) Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, , Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant/ Weigh Batch Mixer, Transported To Site With All Leads And Lifts, Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineer-In-Charge , Compacting With Vibratory Roller, Finishing, Curing And Including Preparation Of Subgrade Surface If Required Etc. Complete. As Directed By Engineer In Charge. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503.As Directed By Engineer In Charge. , Providing And Constructing 50 Mm. Thick Modified Penetration Macadam (Mpm) Road Surface Including All Mataerials, Preparing The Existing Road Surface, Spreading 40Mm. Stone Metal Layers 30% Crusher Broken Metal + 70% Hand Broken (By Breaking Rubble Obtained By Blasting) Heating And Spraying The Bitumen Of Specified Grade @ 1.75 Kg/Sqm, Spreading 12Mm.Size Chips Compacting With Static Roller Having Weight 8 To 10 Mt. To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Etc. Complete. Including Picking Of Existing Wbm Surface.(Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates).As Directed By Engineer In Charge. , 20Mm Thick Open-Graded Premix Carpet Bituminous (Penetration Grade/Modified Bitumen) Binder Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. (Excluding Seal Coat) By Mechanical Means (I) Bitumen (S-65) Vg-30 As Direct By Engineer In Charge , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A , Type B (By Paver Finisher) And Type C As Per Technical Specification Clause 510.By Mechanical Means.Case - I : Type A-Bitumen (S-65) Vg-30.As Directed By Engineer In Charge. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel,Edges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501(Excluding Dowel Bars And Polythene Sheet).As Directed By Engineer In Charge. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-3 Class Of 600Mm Diameter In Proper Line, Level And Slope Etc. Complete.As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material.Ordinary Soil. Upto 3 M Depth By Mechanical Means ( This Item Shall Be Used When Total Estimate Quantity Exceeds 100 Cum) As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ii. Ordinary Rock (Not Requiring Blasting) Up To 3 Meter Depth.As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ii. Hard Rock (Blasting Prohibited) Upto 3 M Depth Including 1.5 M Depth In Hard Rock.As Directed By Engineer In Charge. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary). As Directed By Engineer In Charge. , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 I) Plain Cement Concrete Grade M 10 (I)Nominal Mix 1:3:6. As Directed By Engineer In Charge. , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Ii) Plain Cement Concrete Grade M 15 (I)Nominal Mix (1:2.5:5). As Directed By Engineer In Charge. , Filling Annular Space Around Footing In Rock As Per Technical Specification Clause 1203.4.3. In Plain Cement Concrete M15.As Directed By Engineer In Charge. , Supplying, Fitting And Placing Tmt Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 V) Reinforced Cement Concrete Grade M 30 Reinforced Cement Concrete. As Directed By Engineer In Charge. , Providing And Laying Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1204 ,For Height Up To 5 Meter I) Plain Cement Concrete Grade M 15 (I) Nominal Mix (1:2.5:5). As Directed By Engineer In Charge. , Providing And Laying Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1204 ,For Height Up To 5 Meter Iv) Reinforced Cement Concrete Grade M 30. As Directed By Engineer In Charge. , Supplying, Fitting And Placing Tmt Bar Reinforcement In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202.As Directed By Engineer In Charge. , I) Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7.P.V.C. Pipe 100 Mm Dia.As Directed By Engineer In Charge. , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8.As Directed By Engineer In Charge. , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5. Reinforced Cement Concrete Grade M 30.As Directed By Engineer In Charge. , Supplying, Fitting, And Placing Tmt Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202.As Directed By Engineer In Charge. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3.As Directed By Engineer In Charge. , Providing Fitting And Fixing Mild Steel Railing Complete As Per Drawing And Technical Specifications Clause 1208.2.As Directed By Engineer In Charge. , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement @ 50Kg/Cum And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211.As Directed By Engineer In Charge. , Providing Tar Paper Bearing Including Laying In Proper Position Etc. Complete..As Directed By Engineer In Charge. , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete.As Directed By Engineer In Charge. , Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Technical Specification Clause 1701 Ii) English And Roman Hyphens, Commas And The Like Not To Be Measured And Paid For. Detail For 100 Letters Of 160 Millimeter Height, I.E. 1600 Centimeter. As Directed By Engineer In Charge. , Providing And Fixing Cautionary/Warning Sign Boards In Equilateral Triangle Size Of 600Mm Made Out Of 3Mm Aluminum Composite Material Sheet Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Having Pressure Sensitive/Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3 Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One No. Of M. S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.45 M Long, Duly Painted With With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M25 Grade Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor/Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor/Supplier. , Providing And Fixing Of Retro- Reflectorised Informatory Sign Board Rectangular/Square In Shape Having Area Less Than 0.9 One Square Meterr Made Out Of ____Mm Aluminum Sheet Bonded With White Retro Reflective Sheeting Of Class __ ( Type Iv High Intensity Microprismatic Grade Sheeting-Hip) Having Pressure Sensitive/Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3, Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Two Coats Of Grey Stove Enamel Paint And Supported On One No. Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm, 3.5 Mt Long Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing The Angle Iron Post Shall Be Duly Painted With One Coat Of Epoxy Primer And Two Coats Of Epoxy Finish Paints Having Alternate Black And White Bands Of 25 Cm Width Including Gi Fixures And Transportation Etc.Complete.The Nut Bolts Of Board With Angle Iron Post/Supporting Structure After Fixing At Site Has To Be Electrically Welded. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Sheeting Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor/Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor/Supplier. 2Mm Aluminum Sheet Class B.As Directed By Engineer In Charge. , Providing And Fixing Aluminum-Backed Flexible Prismatic (Afp) Sheeting Consisting Yellow Colored Flexible Prismatic Sheeting With Non-Metallic Prismatic Lens As Retroreflective Elements And Conforming To Astm D 4956-09 Type Vi Specification For Rebound Able Retroreflective Sheeting. This Flexible Prismatic Sheeting Shall Be Of 1Ft Width And Laminated At The Back With A 50 Micron Aluminum (Al) Foil With Pressure Sensitive Adhesive And Liner. Further, This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Color In A Continuous Roll Format. Neither Afp Sheeting Nor The Flexible Prismatic Sheeting Used In It Shall Crack When Slowly Bent In 1 Second Time Around A 1/8Th Inch Mandrel After Being Conditioned For 24Hrs At 0?C And Tested As Per Section S2.2.2. Of Astm D 4956-09. The Afp Sheeting, With The Liner Removed, Shall Be Applied With A Neoprene Contact Adhesive With A Polychloroprene As Base, Viscosity Of 200- 450 Cps And Solid Content Of 20-30%. Once Applied, The Edges Of The Product Shall Be Sealed All Around With A Two-Part Epoxy Based Structural Adhesive And Shall Be Extremely Resistant To Peel-Off. A Test Report From Institutes Like Arai/Crri Confirming To Above Mentioned Flexibility And Astm-D4956-09 Type-Vi Retro Reflectivity Performance Of The Flexible Prismatic Sheeting Used In Afp Shall Be Submitted By The Tenderer During Prequalification And Supply Of Material.As Directed By Engineer In Charge. 500Mm X 600Mm , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 As Directed By Engineer In Charge. , Providing And Fixing Informatory Sign Boards In Square Or Rectangular Shape Of Size 1.80M X1.20M Made Out Of 3Mm Aluminum Composite Panel Bonded With Irc Specified Colour Of Retro Reflective Sheeting Of Type Iv High Intensity Micro-Prismatic Grade Sheeting (Hip) Having Pressure Sensitive / Heat Activated Adhesive, Irc Specified Colour Retro Reflective Cutout Border & Messages Having Pressure Sensitive Adhesive Having Border & Messages In Irc Specified Colour Background Including M. S. Angle Iron Frame Of Size 35 Mm X 35 Mm X 5 Mm & Two M.S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long, Duly Painted With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M-20 Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Aluminum Composite Panel With Type Iv High Intensity Micro-Prismatic Grade Sheeting.As Directed By Engineer In Charge. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701, As Directed By Engineer In Charge. , Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704, As Directed By Engineer In Charge. , Providing And Fixing Informatory Sign Boards In Rectangular Shape Of Size 1.20M X 0.90M Made Out Of 16 Guage Aluminum Panel Bonded With Irc Specified Colour Of Retro Reflective Sheeting Of Type Iv High Intensity Micro-Prismatic Grade Sheeting (Hip) Having Pressure Sensitive / Heat Activated Adhesive, Irc Specified Colour Retro Reflective Cutout Border & Messages Having Pressure Sensitive Adhesive Having Border & Messages In Irc Specified Colour Background Including M. S. Angle Iron Frame Of Size 35 Mm X 35 Mm X 3 Mm & Two M.S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long, Duly Painted With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M-20 Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Aluminum Panel Type Iv High Intensity.As Directed By Engineer In Charge. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 I) Stone/Boulder As Directed By Engineer In Charge. , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete.As Directed By Engineer In Charge. , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. As Directed By Engineer In Charge. , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Complete. As Directed By Engineer In Charge. , Metal Beam Crash Barrier -- Type - B, Thrie : Metal Beam Crash Barrier (Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 85 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Space Of Channel Section 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810).As Directed By Engineer In Charge. , Providing White And Colour Washing To Road Side Trees In 2 Coats In 2 Bands Of White And One Red Band At Centre Of 30 Cm Height Each Including Preparing The Surface, Cost Of Material, Conveying Etc. Complete. As Directed By Engineer In Charge. , Providing And Fixing Reflective Fluorescent Tape On Old Road Sign Board Including Cleaning / Scraping And Painting Existing Board Etc. Complete As Directed By Engineer In Charge. , 2) Construction Of Bridge Onwaduj To Wakeshwar_Ch_0-850 Tal.-Khatav _Dist. Satara Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Hard Rock (Requiring Blasting) , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain Cement Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete Grade M 30 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Filling Annular Space Around Footing In Rock As Per Technical Specification Clause 1203.4.3 , Plain Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 Plain Cement Concrete Grade M 30 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing Tar Paper Bearing Including Laying In Proper Position Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgrade Replacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2 As Per Technical Specification Clause 302.3.11 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000 M Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504. , Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder @5.40% By Weight Of Total Mix And Filler, Transported At Site With Vts, Laid Over A Previously Prepared Surface, Finished To The Required Grade ,Level, Alignment, And Rolling To Achieve The Desired Density For 50Mm Compacted Thickness With Drum Mix Plant With Scada, Sensor Paver And Vibratory Roller Excluding Prime/Tack Coat Etc. Complete --Bitumen Of Specified Grade With Stone Dust Filler. (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 3)Construction Of Bridge On Satewadi To Kalemala Road At Ch-1+700 , Tal.- Khatav _Dist. Satara . Package No.-Abd-(Ii)- Sat-Br-19Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 4)Construction Of Bridge On Waduj To Hingane Road At Ch-4+300 , Tal.- Khatav _Dist. Satara Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 120325 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 5)Construction Of Submersible Bridge On Nalla At Waduj To Wakeshwar Road At Km- 1+420 , Tal.- Khatav_Dist. Satara . Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 6)Construction Of Bridge On Waduj To Wakeshwar Road At Ch- 1+700 , Tal.- Khatav _Dist. Satara . Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 7)Construction Of Bridge On Waduj To Wakeshwar Road At Ch- 2-150 , Tal.- Khatav _Dist. Sataraclearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 8)Construction Of Bridge On Waduj To Wakeshwar Road At Ch-3+300 , Tal.- Khatav _Dist. Satara. Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
6.
Andhra Pradesh Medical Services And Infrastructure Development Corporation
|
Andhra Pradesh
|
|
|
BRR:10041589
Construction Of Toilets, Raising Of Compound Wall, Providing Ms Gates Repairs To Water Supply Sanitary Items At State Food Laboratory In Visakhapatnam District.-11.90 Cum Plain Cement Concrete ( 1:2:4 ) Using 20Mm Size Graded Machine Crushed Hard Granite Metal ( Coarse Aggregate - As Per Is 383 - 1970 And Is 2386 Part 1 To Part 8 ) From Approved Quarry Using Concrete Mixer 10 / 7 Cft ( 0.2 / 0.8 Cum ) Capacity Including Cost And Conveyance Of All Materials Like Cement, Fine Aggregate ( Sand ) , Coarse Aggregate, Water Etc. To Site Including All Charges For Machine Mixing, Hire Charges Of Concrete Mixer, Laying Concrete In Position, Curing Etc., & Lift Charges , . For Septic Tank Bed, In Sunken Slabs For Finished Item Of Work. ( Apss No. 402 ) . For First Floor 1541.00 Rmt Supplying Galvanized Steel Barbed Wire 12 Gauge Type ( Designation As Per Standard Specification ) Weighing 16 Kg Per 100 Metres ( Min. ) , Straining And Fixing To Any Type Of Standard, Rails, Straining Bolts, Including Securing With And Provision Of Galvanised Mild Steel Wire, Stapples Or Steel Pins, Etc., As Directed Including Cost And Conveyance Of All Materials , Labour Charges , Etc., Complete For Finished Item Of Work ( Posts And Struts Of Wood, Concrete, Steel, Etc. ) For First Foor 2300.96 Kgs Supplying And Fixing Of Ms Doors, Grill To Windows In Open Court Yards / / Y - Angles Using Ms Angles, Flat, Square Bars Including Cost And Conveyance Of All Materials, Cutting, Bending, Welding, All Operational Charges, Labour Charges, Etc., Complete For Finished Item Of Work. 80.24 Sqm Painting Two Coats With Synthetic Enamel Paint Grade-Ii Voc ( Volatile Organic Compound ) Content Less Than 50 Grams / Litre Over Primer Coat Of Red Oxide To New Iron Work Including Cost And Conveyance Of All Materials To Site, Incidental, Operational And All Labour Charges Etc., . Complete For Finished Item Of Work In All Floors. ( Ss No. 1201, 1212 & 1207 ) . 9.60 Cum Earth Work Excavation For Foundations ( Manual Means ) Of Buildings, Septic Tank, Sump, Compound Wall In Ordinary Soils And Depositing On Bank With An Initial Lead Of 10M And Depth Up To 3M Including All Operational, Incidental, Labour Charges Such As Shoring, Sheeting, Planking, Strutting Etc., . Complete For Finished Item Of Work Excluding Dewatering Charges Etc., As Per Ss 20 B ( Apss 308 ) 2.14 Cum Plain Cement Concrete ( 1:5:10 ) ( Cement: Fine Aggregate: Coarse Aggregate ) For Foundations And Under Flooring Bed Using Coarse Aggregate 40Mm Size Hard , Machine Crushed Granite From Approved Quarry Using Concrete Mixer 10 / 7 Cft ( 0.2 / 0.8 Cum ) Capacity Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate, Water Etc. To Site Including All Charges For Machine Mixing And Hire Charges Of Concrete Mixer, Laying Concrete In Foundations And Under Flooring Bed, Ramming In 15 Cm Layers Finishing Top Surface To The Required Level Curing Etc., . Complete For Finished Item Of Work. ( Apss No. 402 ) 19.67 Cum Masonry Work In Cm ( 1:6 ) Prop ( Cement : Sand ) In Superstructure With Fly Ash Cement / Lime Solid Blocks Of Size 290Mm X 225Mm X 140Mm From Approved Source Having Minimum Crushing Strength Of 50 Kg / Sqcm. Including Cost And Conveyance Of All Materials Like Cement, Sand, Fly Ash Cement / Lime Solid Blocks, Water Etc., To Site, Labour Charges, Like Mixing Cement Mortar, Scaffolding Charges, Constructing Masonry, Lift Charges, Curing, Etc., Complete For Finished Item Of Work. ( Apss No. 501 & 504 ) . For Basement 24.79 Cum Masonry Work In Cm ( 1:6 ) Prop ( Cement : Sand ) In Superstructure With Fly Ash Cement / Lime Solid Blocks Of Size 290Mm X 225Mm X 140Mm From Approved Source Having Minimum Crushing Strength Of 50 Kg / Sqcm. Including Cost And Conveyance Of All Materials Like Cement, Sand, Fly Ash Cement / Lime Solid Blocks, Water Etc., To Site, Labour Charges, Like Mixing Cement Mortar, Scaffolding Charges, Constructing Masonry, Lift Charges, Curing, Etc., Complete For Finished Item Of Work. ( Apss No. 501 & 504 ) . For First Floor 7.41 Cum Supply And Placing Of The Nominal Mix Concrete M 25 Grade Corresponding To Is 456 With Cement Content Of 380 Kgs Per 1 Cum Of Concrete Using Weigh Batcher / Mixer With 20Mm Size Graded Machine Crushed Hard Granite Metal ( Coarse Aggregate - As Per Is 383 - 1970 And Is 2386 Part 1 To Part 8 ) From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Fine Aggregate ( Sand ) Coarse Aggregate, Water Etc., To Site, Centering Using Steel Scaffolding Pipes , Jack Props , Wallers , Foot Plates , Brackets , Steel Centering Plates Etc., Including All Operational, Incidental And Labour Charges Such As Weigh Batching, Machine Mixing, Lifting Of Concrete Manually, Laying Concrete, Vibrating, Curing Etc., . Complete But Excluding Cost Of Steel And Its Fabrication Charges For Finished Item Of Work ( Apss No. 402 ) For Plinth Beam 0.92 Cum Supply And Placing Of The Nominal Mix Concrete M 25 Grade Corresponding To Is 456 With Cement Content Of 380 Kgs Per 1 Cum Of Concrete Using Weigh Batcher / Mixer With 20Mm Size Graded Machine Crushed Hard Granite Metal ( Coarse Aggregate - As Per Is 383 - 1970 And Is 2386 Part 1 To Part 8 ) From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Fine Aggregate ( Sand ) Coarse Aggregate, Water Etc., To Site, Centering Using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates Etc., Including All Operational, Incidental And Labour Charges Such As Weigh Batching, Machine Mixing, Lifting Of Concrete Manually, Laying Concrete, Vibrating, Curing , .. Etc., Complete But Excluding Cost Of Steel And Its Fabrication Charges For Finished Item Of Work ( Apss No. 402 ) For Roof Beams 11.59 Sqm Supply And Placing Of The Nominal Mix Concrete M 25 Grade Corresponding To Is 456 With Cement Content Of 380 Kgs Per 1 Cum Of Concrete Using Weigh Batcher / Mixer With 20Mm Size Graded Machine Crushed Hard Granite Metal ( Coarse Aggregate - As Per Is 383 - 1970 And Is 2386 Part 1 To Part 8 ) From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Fine Aggregate ( Sand ) Coarse Aggregate, Water Etc., To Site, Centering Using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates Etc., Including All Operational, Incidental And Labour Charges Such As Weigh Batching, Machine Mixing, Lifting Of Concrete Manually, Laying Concrete, Vibrating, Curing , .. Etc., Complete But Excluding Cost Of Steel And Its Fabrication Charges For Finished Item Of Work ( Apss No. 402 ) For Roof Slabs 125Mm Thick 2.01 Mts Providing Thermo Mechanically Treated ( Tmt ) ( Fe 500 / Fe 500 D Grade As Per Is 1786-1979 ) Of Different Diameters For Rcc Works Including Labour Charges For Straightening, Cutting, Bending To Required Sizes And Shapes, Placing In Position With Cover Blocks Of Approved Materials And Size And Tying And Lap-Splicing With Binding Wire Of 18 Swg, Forming Grills For Reinforcement Work As Per Approved Designs And Drawings, Including Cost And Conveyance Of Steel Bars, Including All Wastages Such As Overlaps, Couplings, Chairs, Spacer Bars Including Cost And Conveyance Of Binding Wire, Cover Blocks And All Incidental, Operational, Labour Charges Such As Cutting, Bending, Placing In Position, Tying Etc., . Complete For Finished Item Of Work. ( Apss No.126 ) For First Floor 7.20 Sqm Flooring With Non-Skid Red Or White Full Body Ceramic Floor Tiles Of Size 300 Mm X 300 Mm And Thickness Between 7-8 Mm 1St Quality Conforming To Is:13711, Is:13712, Is:13630 ( Parts 1 To 15 ) Of Any Colour And Finish In All Shades And Designs As Approved By Engineer-In-Charge, Set Over Base Coat Of Cement Mortar ( 1:8 ) , 12Mm Thick Using Screened Sand Over Cc Bed Already Laid Or Rcc Roof Slab, Including Neat Cement Slurry Of Honey Like Consistency Spread @ 3.3 Kgs Per Sqm & Jointed Neatly With White Cement Paste To Full Depth Mixed With Pigment Of Matching Shade, Including Cost Of All Materials Like Cement, Screened Sand , Water And Tiles Etc., . Complete For Finished Item Of Work. ( Apss No.701 & 707 ) 40.32 Sqm Providing Dadooing With Glazed Red Or White Full Body Ceramic Wall Tiles Of Size 300 X 450 Mm / 320 Mm X 400 Mm And Thickness 6 Mm 1St Quality Conforming To Is:13711, Is:13712, Is:13630 ( Parts 1 To 15 ) Of Any Colour And Finish In All Shades And Designs With Borders As Approved By Engineer-In-Charge Flushed To Wall Surface Set Over Base Coat Of Cm ( 1:5 ) 12 Mm Thick Using Screened Sand With Cement Slurry Of Honey Like Consistency Spread At The Rate Of 3.30 Kgs Per Sqm And Jointing With White Cement Paste Mixed With Pigment Of Matching Shade To Full Depth, Including Cost Of All Materials Like Tiles, Cement, Sand And Water Etc., . Complete For Finished Item Of Work. 10.00 Sqm Ornamental Ceiling Plastering 12Mm Thick Single Coat In Cm ( 1:5 ) Using Screened Sand Including Cost And Conveyance Of All Materials Like Cement, Sand, Water Etc., To Site And All Operational, Incidental Charges On Materials And Including Cost Of All Labour Charges For Mixing Mortar, Finishing, Curing As Directed By Engineer-In-Charge Etc., . Complete For Finished Item Of Work. ( Ss 901, 903 & 904 ) 116.48 Sqm Plastering 12Mm Thick Single Coat In Cm ( 1:5 ) Using Screened Sand Including Cost And Conveyance Of All Materials Like Cement, Sand, Water Etc., To Site And All Operational, Incidental Charges On Materials And Including Cost Of All Labour Charges For Mixing Mortar, Finishing, Curing As Directed By Engineer-In-Charge Etc., . Complete For Finished Item Of Work ( Ss 901, 903 & 904 ) For Basement 182.30 Sqm Plastering 12Mm Thick Single Coat In Cm ( 1:5 ) Using Screened Sand Including Cost And Conveyance Of All Materials Like Cement, Sand, Water Etc., To Site And All Operational, Incidental Charges On Materials And Including Cost Of All Labour Charges For Mixing Mortar, Finishing, Curing As Directed By Engineer-In-Charge Etc., . Complete For Finished Item Of Work ( Ss 901, 903 & 904 ) For First Floor 49.46 Sqm Supply & Application Of One Coat Water Based Cement Primer Of Exterior Grade Ii And Two Coats Of Acrylic Exterior Emulsion Paint Having Voc ( Volatile Organic Compound ) Content Less Than 50 Grams / Litre For Exterior Walls Including Cost And Conveyance Of All Materials To Site, Incidental, Operational And All Labour Charges Etc., . Complete For Finished Item Of Work In All Floors. For Basement 42.64 Sqm Supply & Application Of One Coat Water Based Cement Primer Of Interior Grade I And Two Coats Of Acrylic Emulsion Paint Having Voc ( Volatile Organic Compound ) Content Less Than 50 Grams / Litre For Internal Walls Including Cost And Conveyance Of All Materials To Site, Incidental, Operational And All Labour Charges Etc., . Complete For Finished Item Of Work In All Floors. For First Floor 9.90 Rmt Providing And Fixing Of Pvc Shutter Frame Made With 40Mmx48mm Pvc Section With Teak Wood Reinforement Including Labour Charges For Fixing The Frame Etc., Complete For Finished Item Of Work. 3.15 Sqm Providing And Fixing Of 30Mm Thick Single Panel Pvc Door Frame Made With 20Mm Pvc Panel Of Door Frame Of 30Mmx 100Mm, Including Supply And Fixing Of Ss Hings 3 Nos, Of 100Mm Long , 2Nos Alu.Aldrop Of 200Mm Long , 1 No Tower Bolt Of 100Mmx10mm Dia , 2Nos Of 125Mm Handles Including Labour Charges For Fixing The Shutter Etc., Complete For Finished Item Of Work. 1.80 Sqm Supply And Fixing Powder Coated Alimunium Fully Glazed Top Hung Ventilators Fixed With 5Mm Thick Plain Glass Using Suitable Alluminium Glazing Clips And Rubber Beading As Per Approved Drawings Using Anodized Aluminium Sections Of 38.50Mm X 33Mm , 3Mm Thick For Outer Frame, 59Mm ( 3Mm ) X 33Mm ( 2.5Mm ) X 30Mm ( 3Mm ) For Mullions Shutters Z Section Of 38.50Mmx33mm, 3Mm Thick, Powder Coating Of All Alluminium Sections 25Mm Microns Thick, Including Cost And Conveyance To Site Of Powder Coated Aluminium Sections, Glass, Rubber Beading, Fixtures Etc., Including Labour Charges For Manufacturing Window, Fixing In Position Using Wooden Blocks And Sheet Metal Screws, Etc., Complete For Finished Item Of Work. ( The Aluminium Sections Used Shall Be Standard Make Confirming To Is 1948-1961 And As Approved By The Engineer And Fixtures Shall Be Of Isi Marked ) ( 900Mm X 500Mm ) . 3.00 Nos Constructing 904.0 Mm ( 3’0” ) Dia Brick Masonry Inspection Chamber As Per Is - 4111: Part-1:1986 With Cement Mortar ( 1:6 ) Prop Using 2Nd Class Clay Bricks Of 225 Mm Thick From Approved Source Having A Minimum Crushing Strength Of 5 N / Sq.Mm Including Plastering With Cement Mortar 1:3 Prop; ½” Thick Both Inside And Outside Fitted With 20” Dia Rcc Manhole Covers And Frames Including Excavating Pits Up To A Depth Of 904 Mm ( 3-0 ) In All Sorts Of Soils ( Exculding Rock ) And Laying Cement Conrete ( 1:4:8 ) 150 Mm Thick Using 40 Mm Hbg Metal And P.C.C. 1:2:4 Benching And Channel 100 Mm Thick As Per Standard Specification And Including Cost And Conveyance Of All Materials Like Cement, Sand, Bricks, Water Etc., To Site And All Incidental And Operational, Labour Charges Like Mixing Cement Mortar, Constructing Masonry, Lift Charges, Curing , .. Etc., Complete For Finished Item Of Work As Per Standard Specification. 6.00 Nos Constructing 457.2 Mm X 457.2 Mm ( 16X16 ) Brick In Cm 1:6 Prop. Masonry. Inspection Chamber Upto 914.4 Mm ( 30 ) And Fitted With Light Weight 457.2 Mm X 457.2 Mm ( 16X16 ) C.I Frame And Cover Of 20 Kg Including Cost And Conveyance Of All Materials Like Cement, Sand, Bricks, Water Etc., To Site And All Incidental And Operational, Labour Charges Like Mixing Cement Mortar, Constructing Masonry, Lift Charges, Curing , .. Etc., Complete For Finished Item Of Work As Per Standard Specification. 14.00 Nos Supplying And Fixing Of 4 ( 101.6Mm ) Multi Floor Trap With Jali - Upvc / Swr Pipe Fittings As Per Site Requirements With Standard Practice For All Floors Including Cost And Conveyance Of All Materials To Site, Labour Charges , .. Etc., Complete For Finished Item Of Work. 8.00 Nos Supplying And Fixing European Water Closet Of 1St Quality Conforming To Is:2556-Part-2-1973 Of White Glazed With S Trap, Supplying And Fixing Best Indian Make Plastic Seat And Lid For European Water Closets With Rubber Or Plastic Buffers As Per Is 2548-1996 And 10 Litres Capacity Single Flush Pvc Low Level Cistern With Internal Components And Fixed Using Required Size Of Nails And Screws, Angle Stop Cock 12.70Mm Dia. First Quality Indian Make Heavy Duty, 12Mm Pvc Connections With Brass Union Nuts Cp Coated Including Cost And Conveyance Of All Materials To Site, .. Etc., Complete For Finished Item Of Work For All Floors. 8.00 Nos Supplying And Fixing Indian Make Flat Back Wash Hand Basin 1St Quality Conforming To Is:2556-Part-4:1972 Of Size 550Mm X 400Mm With 32 Mm Nominal Size C.P. Fitting With Parallel Pipe Thread Conforming To Is:2963-1979 And Fitted With 15 Mm Nominal Bore Chromium Plated Pillar Tap Of 1St Quality Indian Make Heavy Duty Complete With Standard Ci Brackets Including Wooden Blocks , 1 No.12.70Mm Pvc Connection With Brass Union Nuts Cp Coated , Angle Stop Cock 12.70Mm Dia. First Quality Indian Make Heavy Duty, 31.75Mm Dia. Pvc Flexible Waste Pipe 914.4Mm Length Of 1St Quality Including Cost And Conveyance Of All Materials To Site, Labour Charges , .. For Finished Item Of Work 14.00 Nos Supplying And Fixing Np Soap Dish Heavy Type Of Approved Make Isi Quality With Np Screws Etc., Complete Including Cost And Conveyance Of All Materials, Labour Charges For Fixing , .. For Finished Item Of Work In All Floors 8.00 Nos Supplying And Fixing Tv Shape Mirror With Plastic Frame Of Size 609.6Mm X 457.2Mm , Plywood Back With Np Screws 1St Quality Including Cost And Conveyance Of All Materials, Labour Charges , .. For Finished Item Of Work In All Floors. 8.00 Nos Supplying And Fixing Of 25.4Mm Dia , 609.6Mm Long Aluminium Anodized Towel Rods With Brackets And Aluminium Screws Including Cost And Conveyance Of All Materials, Labour Charges , .. For Finished Item Of Work. 8.00 Nos Supplying And Fixing Np Bib Taps Of Size 12.70Mm Dia Of Indian Make Heavy Duty ( Long Body ) As Approved By The Engineer-In-Charge Including Cost And Conveyance Of All Materials, Labour Charges , .. Complete For Finished Item Of Work In All Floors. 40.00 Rmt Supplying And Fixing Of Swr Pvc Pipes ( Prince / Sudhakar / Kisan / Supreme Or Any Isi Brand ) 4 Kg / Sq.Cm. And Fixing All Special Such As Plain Bends, Off Sets, Door Bends, Single Junctions, Double Junctions As Per Site Requirement, Fixing With Pvc Clamps If Necessary With Required Number Of Bombay Nails Including Cost And Conveyance Of All Materials To Site, Labour Charges, Complete For Finished Item Of Work At All Floor Levels. ( Apss No. 1302 1319 & 1326 ) For 75Mm Dia 40.00 Rmt Supplying And Fixing Of Swr Pvc Pipes ( Prince / Sudhakar / Kisan / Supreme Or Any Isi Brand ) 4 Kg / Sq.Cm. And Fixing All Special Such As Plain Bends, Off Sets, Door Bends, Single Junctions, Double Junctions As Per Site Requirement, Fixing With Pvc Clamps If Necessary With Required Number Of Bombay Nails Including Cost And Conveyance Of All Materials To Site, Labour Charges, .. Complete For Finished Item Of Work At All Floor Levels. ( Apss No. 1302 1319 & 1326 ) For 110Mm Dia 20.00 Rmt Supply And Fixing Of Ashirvad / Ajay / Astral Flowguard Or Equivalent Cpvc Pipes And Fittings Sdr 11 To Meet The Requirement Of Astm-D 2846 And Are Produced In Cts ( Copper Tube Sizes 1 / 2 To 2 ) For Hot And Cold Water ( Is 15778:2007 ) Including Cost And Conveyance Of All Materials To Site, Labour Charges For Fixing, .. Complete For Finished Item Of Work At All Floor Levels. For 22.20Mm Od Pipe 15.00 Rmt Supply And Fixing Of Ashirvad / Ajay / Astral Flowguard Or Equivalent Cpvc Pipes And Fittings Sdr 11 To Meet The Requirement Of Astm-D 2846 And Are Produced In Cts ( Copper Tube Sizes 1 / 2 To 2 ) For Hot And Cold Water ( Is 15778:2007 ) Including Cost And Conveyance Of All Materials To Site, Labour Charges For Fixing, .. Complete For Finished Item Of Work At All Floor Levels. For 28.60Mm Od Pipe 500.00 Ltrs Providing And Placing On Terrace ( At All Floor Levels ) Polyetheylene Water Storage Tank With Double Layer Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet And Outlets And Over Flow Pipes But Without Fittings And Base Support For Tanks Including Cost And Conveyance Of All Materials And Labour Charges , .. Complete For Finished Item Of Work. 6.00 Nos Supplying And Fixing White Glazed Flat Back Half Stall Urinals Of Size 590 Mm X 375 Mm X 390 Mm With Integral Flushing Rim Fixed With Screws Complete Indian Make ( Hsw / Parry / Neycer ) Conforming To Is:2556-1995 As Approved By Engineer-In-Charge, Including Supply And Fixing 12.7Mm Pvc Connection With Brass Plumber Union Nuts Cp Coated, 12.70Mm Push Cock 1St Quality Of Approved Make , 31.75 Mm Dia Pvc Flexible Waste Pipe Of 914.4 Mm Length Of Ist Quality Including Cost And Conveyance Of All Materials To Site, Labour Charges Etc., .. Complete For Finished Item Of Work For All Floors.
|
|
Contract Value:
15.67 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
garuda constructions
|
View Tender Results
|
|
|
|
7.
Andhra Pradesh Medical Services And Infrastructure Development Corporation
|
Andhra Pradesh
|
|
|
BRR:10041313
Repairs And Maintenance Of Electrical Items At Government General Hospital, Nellore In Spsr Nellore District-1 100.00 Rm Supply And Fixing Of 25Mm Outer Dia ( 1.60 To 1.80 ) Mm Thicknes Medium Grade With Is:9537 Part 3 Frls Rigid Surface P.V.C. Pipe ( Isi Marked ) On Wall With All Required Pvc Junction Boxes Confirms To Is : 3419 And All Accessories Fixing On Chromium Plated Metallic Base Saddles For Run Of Mains Including All Labour Charges Etc., Complete. Including All Labour Charges Etc., Complete. Makes : Precision / Universal& Marudhar / Vip / Goldmedal / Million Plast / Gm / Sudhakar / Polycab / Akg 2 4.00 Nos. Supply And Fixing Of Of 16A / 6A, 2 In One, Modular Type Power Socket Outlet With 16A Switch ( Isi Marked ) Modular Type And 1 No Of 6A Modular Type Sockets With 6A Modular Type ( Isi Marked ) Switch Control With Front Cover Plate On Existing Modular Metal Switch Box Including All Labour Charges, Giving All Connections Etc., Complete With Following Configurations; ( 1 ) 16A Socket 1 No.; ( 2 ) 16A Switch 1 No.; ( 3 ) 6A Socket 1 No.; ( 4 ) 6A Switch 1 No.; Makes Of Switches / Sockets:- Legrand ( Arteor / Myrius ) / Schneider ( Clipsal X / Livia Ab ) / Crabtree Murano Or Ducor / L&T-Englaze / Gm- ( Four-Five ) / Goldmedal ( Gifa ) 3 50.00 Nos. Supply And Fixing Of 6 Amps Modular Type ( Isi Marked ) Switch Existing Switch Board Including Giving All Connections And All Labour Charges Etc., Complete. Makes Of Switches / Sockets:- Legrand ( Arteor / Myrius ) / Schneider ( Clipsal X / Livia Ab ) / Crabtree Murano Or Ducor / L&T-Englaze / Gm- ( Four-Five ) / Goldmedal ( Gifa ) . 4 110.00 Rm Supply And 3 Runs Of 4.0 Sq Mm ( Phase Neutral And Earth ) Frls / Frlsh / Hffr / Zhfr P.V.C. Insulated 1100V Grade As Per Is : 694 / 1990 Specification Flexible Copper Cable In Existing Conduit Pipe For Run Of Mains Including Labour Charges Etc., Complete As Required Including Labour Charges For 16A Sockets. Makes Of Wires:- Finolex / Rr Kabel / Havells / Kei / Polycab. 5 1.00 Nos. Supply And Fixing Of Single Phase Db In Sheet Steel Enclosure As Per Is 8623; Is 13032; Iec 61439-3, With Metalic Plug And Socket With 1 No. 20 / 32A, 10Ka C Curve Spmcb Control Including Labour Charges And Giving Connections Etc., Complete On Wall. Makes For Dbs: Legrand ( Ekinox 3 ) / Schneider-Acti9 / Hager -Novello+ / Seimens / L&T-Newrange And Makes For Mcbs: Legrand-Dx3 / Schneider-Acti9 / Hager-H3 / Siemens-5Sx4 / Crabtree-Xpro / L&T-Au 6 30.00 Nos. Supply And Fixing Of 6 To 32A Single Pole, 10 Ka Breaking Capacity C Curve Mcbs For Existing Ac Sockets Including Giving All Connections And All Labour Charges Etc., Complete. Make:- Legrand 7 1000.00 Nos. Supply And Fixing Of 20-24W, Not Less Than 1100Mm Length Led Batten Light With Extruded Alluminium / Crca Housing And Polycarbonate Cover, Input Voltage Ac 220 - 260 Volts With Pf>0.9, Surge Protection: 2Kv, Thd<15%, With High Power Leds Having Efficacy Of ≥ 120 Lumens / Watt With Inbuilt And Replacable Driver With Earth Connection Brought Outside And Frosted Cover Cct: 3000K - 5700K, Minimum Cri>70 Etc., Complete Including Fixing On Wall / Ceiling With Pvc / Tw Round Blocks With All Accessories Including Giving Connections And All Labour Charges Etc., Complete. Makes: A ) Luminaire Make : Phillips / Ge-Venture / Crompton / Wipro / Bajaj / Havells B ) Led Make : Philips Lumileds / Cree / Nichia / Osram / Samsung 8 50.00 Nos. Supply And Fixing Of Batten Holder / Angle Holder On Existing Block With 5W Led Lamp With Input Voltage 90 To 300V, Colour Temparature 3000K - 6500K, Beam Angle 170 - 220 Degrees, B22 Base And All Labour Charges Etc., Complete. In Lieu Of Ceiling Rose. Makes: Phillips / Crompton / Bajaj / Havells / Gm / Hpl / Syska / Goldmedal 9 250.00 Nos. Supply And Transportation Of 48 ( 1200Mm ) Sweep 5 Star Rated Ceiling Fan , With Double Ball Bearings, Air Delivery More Than 200 Cubic Meter / Min But Without Regulator. Makes : Crompton Hs Plus / Havells Es Plus / Orient Energy Star 10 250.00 Nos. Labour Charges For Fixing Of Ceiling Fan Including Transportation And Giving Connections With 23 / 0060 Size, 3 Core Round Flexible Copper Wire Leads Of Make Finolex / Rr Kabel / Havells / Kei / Polycab / Gloster / V-Guard / Hpl / Gm / Million / Goldmedal / Anchor Etc Complete 11 20.00 Nos. Supply And Transportation Of 12 ( 300Mm ) Isi, 900 Rpm Heavy Duty Exhaust Fan With Metallic Blades With Mark. Makes: Crompton / Almonard / Havells Turbo Force 12 20.00 Nos. Labour Charges For Fixing Of Exhaust Fan In Wall With Necessary Connections And Masonary Work Of Making Hole, Finishing Etc., Complete 13 40.00 Nos. Overhauling And Servicing The Split Type 1.5 / 2.0 Ton A.C. Machine By Cleaning The Condensor Cooling Coil Etc., By Blower And Oiling The Fan Motor And Cleaning All Parts And Putting The Machine In Working Condition 14 80.00 Kg Supply And Transportation Of R 410A Gas For The System 15 70.00 Rm Supply And Transportation Of Following Xlpe Insulated, 1100V Grade Armoured Alluminium Cable As Per Specification Confirming To Is:7098 ( Part-I ) / 1554-I Makes: Torent / Universal / Unicab / Havells / Kei / Gloster / Finecab / Polycab / Rr Kabel - For 3.5 Core, 25 Sq.Mm 16 100.00 Rm Supply And Transportation Of Following Xlpe Insulated, 1100V Grade Armoured Alluminium Cable As Per Specification Confirming To Is:7098 ( Part-I ) / 1554-I Makes: Torent / Universal / Unicab / Havells / Kei / Gloster / Finecab / Polycab / Rr Kabel - For 3.5 Core, 50 Sq.Mm 17 80.00 Rm Earth Work Excavation Of Trench In Hard Ground Soil, Laying Of U.G Cables Upto 50 Sq, Mm On Sand Cushion Covering The Cable With Bricks And Back Filling Of Trench Duly Providing Route Indicator Embedded In C.C Including Cost And Conveyance Of Materials And Labour Charges Etc., Complete. 18 90.00 Rm Labour Charges For Run Of U.G Cables Upto 50 Sq.Mm On Wall With Necessary Fixing Arrangments Such As Saddles, Clamps Etc., As Directed By Department Including Cost And Conveyance Of All Materials Etc., Complete. 19 2.00 Nos. Supply And Making One End Termination With Heavy Duty Double Compression Brass Gland As Per Bs 6121:2005 , Ip 66 Complete, Sibg Type, Heavy Duty Alluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. Makes:Dowels / Comet / Smi - For 3.5 Core, 25 Sq.Mm 20 2.00 Nos. Supply And Making One End Termination With Heavy Duty Double Compression Brass Gland As Per Bs 6121:2005 , Ip 66 Complete, Sibg Type, Heavy Duty Alluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. Makes:Dowels / Comet / Smi - For 3.5 Core, 50 Sq.Mm 21 200.00 Nos. Rewinding Of Ceiling Fan Motor ( Starting And Running Winding ) Including Allnecessary Material. The Motor Is To Be Wound Taking No. Of Coils, Turns Andpitch As It Was Originally Wound With Required Size Super Enamelled Wirewith E Class Insulation Material And Making Connections Etc. As Required. ( New Model Ceiling Fan ) 22 1.00 Nos. Supply And Transportation Of 2.00Hp 25 Stage, 5Star Rated Submersible Motorpumpset, Confirming To Is 8034 And Motor Confirming To Is 9283 With Waterproof Winding, Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Shaft.Motor Suitable For Working On 240V±10% , Singlephase 50 Hz Ac Supply, Etc Complete For 4 Bore Well.Makes : Makes: Kirloskar / Crompton / Texmo / Cri / Ksb / Lubi / Psg / Aryenvarsha / Falcon 23 1.00 Nos. Supply And Transportation Of 3.00Hp Single Phase Open Well Submersiblemotor Pumpset Confirms To Is 14220 : 1994. Makes : Makes: Kirloskar / Crompton / Texmo / Cri / Ksb / Lubi / Psg / Aryenvarsha / Falcon 24 1.00 Nos. Fabrication , Transportation And Supply Of Suitable Size Panel Board For Single Phase Submersible Motor 2 To 3Hp Consisting Of Relay, Contactor, Starting And Running Capacitors, Voltmeter, Ammeter, Indicator Lamps, Mcb , On / Off Switch Including Supply And Fixing Of Dol Starter Of Complete., . Makes : Make C&S / Ltlk / Seimens / Bch / Ksp ( Karunya ) / Crompton. 25 1.00 Nos. Supply & Fixing Of D.O.L Starter 415V, 3 Phase, 50Hz..Enclosed With No Volt Coil And Overload Protection With Necessary Materials, Etc., Complete Suitable For 3.0 Hp…... Makes : Siemens / Crompton / L&T ( Mk2 Dol ) .
|
|
Contract Value:
18.81 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
k . ramana reddy
|
View Tender Results
|
|
|
|
8.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10041009
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
|
|
Contract Value:
1.79 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
9.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10040921
Tender for (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. (A) Depth Of Excavation Not Exceeding 1,500 Mm. , Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. (Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work) , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Ordinary Cement Concrete (Mix 1:1.5:3) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Pe
|
|
Contract Value:
2.69 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
10.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10040920
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
|
|
Contract Value:
1.48 Lakhs
|
Contract Date:
22-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
11.
Road And Building Department
|
Odisha
|
|
|
BRR:10040497
Construction Of Transit House At Angul- 1 Civil Work :- Clearing and grubbingland including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works Latest Revision & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. 2 Earth workexcavation in foundation trenches in all kind of soil including dressing and leveling the bed up to required depth and depositing the excavated materials at places away from work site within 50mtr initial lead and 1.5mtr initial lifts T&P shoring shuttering dewatering if required etc. complete as per direction of the Engineer-in-charge. 3 Up to 1.5Mtr Depth 4 Beyond 1.5Mtr to 3.00Mtr Depth 5 Disposal ofsurplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as perthe direction of the Engineer-in-charge. 6 Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. at the rate of 7.5 liters per sqm on vertical surface and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center (or as directed by the manufacturer) including the cost of all materials, cost of all labour, conveyance,loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. 7 Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (PREMISE, IMIDACHLOPRIED 30.5SC OF BAYER MAKE mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge. 8 Supplying filling in foundation and plinth with sand in layers not exceeding 150mm thick including watering, ramming including cost, conveyance, royalty and taxes of all materials, all labour T&P required for the work etc. complete (measurement will be taken on finished compacted section only). 9 Cement concrete of propertion (1:4:8) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 10 Cement concrete of propertion (1:2:4) in foundation and floors using 12mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 11 Cement concrete of propertion (1:3:6) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and alllabour T&P required for the work etc. complete as per direction of the Engineer-in-charge. 12 RCC work of M-25 in all floors having a minimum compressive strength ( in work test) 250kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providinggrooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills.(In all Floors) 13 A) Column base & footing 14 B) Plinth beam 15 C) Column & Roof Beam 16 Ground Floor 17 1st Floor 18 2nd Floor 19 3rd Floor 20 D) Lintel Band 21 i) Ground Floor 22 1st Floor 23 2nd Floor 24 3rd Floor 25 F) Roof slab 26 i) Ground Floor 27 1st Floor 28 2nd Floor 29 3rd Floor 30 G) Stair case 31 i) Ground Floor 32 1st Floor 33 2nd Floor 34 G) Chajja 35 i) Ground Floor 36 1st Floor 37 2nd Floor 38 RCC work of M-20 in all floors having a minimum compressive strength ( in work test) 200kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providinggrooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills.(In all Floors) 39 A) Column base & footing 40 B) Plinth beam 41 C) Column & Roof Beam 42 D) RCC Wall 43 Labour charges for straightening the coiled or bend up M.S. rod / HYSD bars confirming to Gr.Fe-500, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel(Primary Producer like- SAIL/RINL/TATA/ JINDALSTEEL/ SHYAM STEEL) make) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spacer bar, chair, stage, hanger andbinding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all floors.Ground Floor 44 Ground Floor 45 1st Floor 46 2nd Floor 47 3rd Floor 48 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in Foundation & Plinth including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work. 49 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in superstructure including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work in all floors. 50 i) Ground Floor 51 1st Floor 52 2nd Floor 53 3rd Floor 54 Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:4) after immersing the bricks for six hours in water before use in superstructure including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work in all floors. 55 i) Ground Floor 56 1st Floor 57 Providing 12mm thick cement plaster in cement mortar (1:6)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 58 i) Ground Floor 59 1st Floor 60 2nd Floor 61 3rd Floor 62 Providing 12mm thick cement plaster in cement mortar (1:4)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 63 Providing 16mm thick cement plaster in cement mortar (1:6)finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. 64 i) Ground Floor 65 1st Floor 66 2nd Floor 67 3rd Floor 68 Providing 6mm thick cement plaster in cement mortar (1:4)finished smooth to RCC work after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.Ground Floor 69 i) Ground Floor 70 1st Floor 71 2nd Floor 72 3rd Floor 73 Providing 25 mm thick Grading Concrete (1:2:2) using10mm to 6mm size chips finished smooth on roof slab etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.(Ground floors) 74 3rd Floor 75 Providing & installing two component acrylic modified cementitious waterproofing coating with masterseal 551/ Equivalent over roof slab after carrying out pond test on roof slab, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 kg/sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect as per direction of the Engineer -in-charge. 76 Supplying, fitting, fixing of Vitrified Tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Colour/printed series of approved make in floors on 20mm thick bed of cement mortar (1:4) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess T&P erc. required for the work complete in all respect as per direction of the Engineer-in-charge. 77 i) Ground Floor 78 1st Floor 79 2nd Floor 80 Supplying, fitting, fixing of Vitrified Tiles of premium grade having thickness 8mm to 10mm confirming to IS 13756 of size 600mmx600mm Colour/printed series of approved make as directed by Engineer-in-charge in dados skirting and risers of steps on 12mm cement plaster (1:3)jointed with white neat cement slurry mixed with pigment to match the shades of the tile including rubbing and polishing etc.complete with cost, conveyance, royalities and taxes of all materials labour, labour cess complete in all respect. 81 i) Ground Floor 82 1st Floor 83 2nd Floor 84 Supplying, fitting, fixing of 20 mm thick Granite Tilesin floors, treads, steps and landing slab on 20mm thick bed of cement mortar (1:4) joined with neat cement slurry mixed with pigments to match the shades of the tiles including polishing the surface with cost, conveyance, royality and all taxes of all materials etc. complete as per direction of the Engineer-in-charge. 85 i) Ground Floor 86 1st Floor 87 2nd Floor 88 Supplying, fitting, fixing of 10 mm thick Granite Tilesin floors, treads, steps and landing slab on 20mm thick bed of cement mortar (1:4) joined with neat cement slurry mixed with pigments to match the shades of the tiles including polishing the surface with cost, conveyance, royality and all taxes of all materials etc. complete as per direction of the Engineer-in-charge. 89 i) Ground Floor 90 1st Floor 91 2nd Floor 92 Supplying, fitting & fixing of 35mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality with frame of 1st class hard wood including cost of all door fittings and fixtures,conveyance of all materials labour and T&P require for the work etc.compolete as directed by Engineer-in-charge. 93 Supplying fitting and fixing of two track UPVC sliding window / ventilator of approved make with 6mm thick glass of approved quality complete with frame, shutter and all fitting and fixtures etc. complete as per specification & direction of Engineer-in-charge. 94 Supplying fixing and fittings MS window grills, Doors, MS verandha grills and MS grill gate of approved design and drawing made out of MS flat and MS angle at work site with one coat of anticorrosive red oxide zink chrome primer including cutting holes in brick or RCC walls and fixing with CC (1:3:6) including cost conveyance royalty and taxes of all materials all labour T&P required for the work complete (payment will be made on weight basis only) 95 Grill 96 Providing, Fitting & Fixing of Stainless steel of 304 grade in hand Railing of 50mm outer diameter of 2mm thick of approved Quality & Specification with balustrade of size 32mmX32mmX2mm square pipes in rows including Cost,conveyance of all Materials, Labour ,T&P required for fabrication, buffing & polishing, cost of all fixtures etc. complete and as per specification & direction of Engineer-in-charge (In all floors) 97 Painting two coats with synthetic enamel paints over a coat of primer including cleaning the surface with sand papering and using paints of approvedquality and approved shade including cost conveyance taxes of all materials all labourT&P etc. complete as directed by the Engineer in charge. 98 i) Ground Floor 99 1st Floor 100 2nd Floor 101 Painting 2 coats with Plastic Emulsion paints over a coat of primer and putty of approved shade by means of brush to inside surface of walls after cleaning the surface etc. complete in all floors including cost of all materials with all taxes and cost of all labour with T&P required for the work etc. complete in all respect as directed by Engineer – in – Charge. 102 i) Ground Floor 103 1st Floor 104 2nd Floor 105 3rd Floor 106 Painting two coats with weather coat paintof approved shade over a coat of primer by means of brush to outside surface of walls complete in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge. 107 i) Ground Floor 108 1st Floor 109 2nd Floor 110 3rd Floor 111 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size well rammed ,with side rcc wall and consolidated and grouted with fine sand including finishing the top smooth including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge. 112 Providing and fixing Glass Reinforced Concrete (G.R.C) Jallis in approved size, pattern, design, shade and thickness of 50mm on frame and design element in 30mm thick casted with layering technique Power Spray methodology have weight approximately between 3.5 – 4 Kg per Sq. Ft. and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens casting shall take place with layering methodology using- Direct Power Spray machines. The screens shall be casted from ‘53 grade’ White Portland Cement fine graded, sieved Quartz & Silica Sand, reinforced with Alkali Resistant Glass Fiber manufactured between 4-5%having Zirconia content at least 16%, Super Plasticizersand U.V resistant Synthetic inorganic pigments should be used. 113 The material casting should take place in FRP Molds. The GRC Panels flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.P should be above or equivalent to 15 N/mm2 for tests done on 28 days cured samples. The fixing of panels should be ‘Dry fixing’ i.e. to be done with M.S Galvanized Clamps, fixtures and fasteners & Self Tapping screws or as per approved shop drawings approved by site engineer in charge. 114 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 115 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 116 Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 117 Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of buildingstructure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 118 Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass 119 Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight 120 Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checkedby a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. 121 The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. 122 Loosening to a depth of 150mm,levelling and compacting original ground supporting embankment/ sub-grade as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P,etc. complete and as per direction ofEngineer-in-charge. 123 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. 124 Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. 125 Supplying and fixing of 80mm thick cement concrete interlocking paver block of M -40 gradeof approved make design, colour & size made by Block machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018 as per the direction of Engineer-in-charge 126 Supplying and fixing of Kerb Stone of size 600X300X150mm of M -30 gradeof a pproved make design, colour & size made by Block machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS - 5758:1984as per the direction of Engineer-in-charge 127 Providing and fixing 12.5mm thk. Gypsumboard false ceiling consisting of G.I. perimeter channels of size 0.55 thick, screw fixed to brickwall/partition with the help of nylon sleeves and screws, at 610mm centres. The suspending G.l.intermediate channels of size 45mm, 0.9mm thick with two flanges of 15mm each from the soffite at 1220mm centres with ceiling angle of width 25mm x 10mm x 0.55 thick fixed to soffite with G.I. cleat and steel expansion fastners at every 610mm c/c.12.5mm tapered edge Gypsum board is then screw fixed to ceiling section with 25mm drywall screws The boards are to be jointed and finished so as to have a flush look which includes filling and finishing the tapered and square edge of the boards with jointing compound & joint paper tape as per approved design and specificatinetc.fitted and fixed in position etc. with cost, conveyance, taxes of all materials, labour, T&P required for complete in all respectas per the direction of Engineer -in-charge. 128 Supplying,fitting ,fixing of grid mineral fibreceiling board having size 600 mm x 600 mm x 16mm of approved design and quality complete with frame and all fiotting and fixtures in all respect as per the direction of the Engineer -in-charge. 129 Supplying and fixing of wall panelling made of aluminum anodised section framing confirming to standard aluminium section as horizontal and vertical members with atleast 600 mm c/c with 9mm thick BWR block ply and 4mm thick veneer pasting finished with melamine polished completein all respectas per the direction of Engineer -in-charge. 130 P.H WORKS :- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 131 20mm dia C- PVC pipe SDR - 11 132 Ground Floor 133 First Floor 134 Second Floor 135 25mm dia C- PVC pipe SDR - 11 136 Ground Floor 137 First Floor 138 Second Floor 139 32mm dia PVC ASTM pipe (sch-80) 140 40mm dia PVC ASTM pipe (sch-80) 141 Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materialsincluding cost & conveyance of all materials to worksite, payment oftaxes etc. allcomplete as per P.H specification and direction of the Engineer-in-charge. 142 15mm dia CP angle stop cock (Con-CHR-053KN Jaquar make) 143 15mm dia CP two in one bib cock (Con-CHR-041KN Jaquar make) 144 15 mm dia CP S.B. Bib cock(CON-CHR-037KN) 145 15mm dia CP Long Body Bib cock (Con-CHR-107KN Jaquar make) 146 20mm dia CP consealed stop cock(Con-CHR-083KN Jaquar make) 147 15mm dia CP Pillar cock (Con-CHR-011KN Jaquar make) 148 25mm dia brassfull way valve (Shakti make) 149 32mm dia brassfull way valve (Shakti make) 150 40mm dia brassfull way valve (Shakti make) 151 15mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make) 152 gyser ELM-WHT-V006 153 WALL MIXER WITH PROVISION FOR OVERHEAD Shower (FLR-ABR-5273UPR) 154 Hand Dryer SMART FLOW (As per Cat no HDR-WHT-M04A of Jaquar) 155 15mm CP Extension piece 156 125mm CP grating 157 15mm size C.P. flange 158 25mm size brass ball cock with ball 159 Supplying all materials , labour, T&P and fixing rotational mouldedpolyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr widthKBbrickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxesetc.all complete as per approved drawing , P.H. specification and direction ofEngineer-in-charge 160 2000 liters capacityPVC water storage tank roof of 2nd floor 161 supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite,payment of royality, taxes etc. all complete as perdirection ofEngineer-in-charge. 162 Ground Floor 163 First Floor 164 Second Floor 165 Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proofas per P.H. specification and direction of Engineer-in-charge 166 Ground Floor 167 First Floor 168 Second Floor 169 Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damagesincluding watering ,curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge. 170 Ground Floor 171 First Floor 172 Second Floor 173 Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment oftaxes etc.all complete as per P.H specification and direction of the Engineer-in-charge. 174 110mm U-PVC SWR Pipe (Supreme /Ashirvad) 175 110mm U-PVC‘P’ Trap(Ori Plast/Finolex/Supreme Make) 176 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make) 177 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make) 178 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make) 179 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make) 180 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make) 181 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make) 182 110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make) 183 110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make) 184 110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make) 185 Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI p or s trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge. 186 580mm size Orissa pan (Hindware/Parryware/Neycer make) 187 Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment oftaxes etc. all complete as perP.H specification and direction of the Engineer-in-charge 188 10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make ) 189 Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral p or s trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge 190 One piece commod(Hindware)ELEMENT Cat No.92084. 191 Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered Hot and Cold with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment oftaxes etc. all complete as perP.H specification and direction of the Engineer-in-charge 192 Halfpedestalbasin(560x450)Hindware No.91049+91115 193 Supplying all materials, labour, T&P for fitting & fixing plain edge kitchen/wall sink of all standard sizes with a pair of bracket, C.P. waste, trap & P.V.C. waste pipe & painting brackets including supply of cement concrete & mortar etc. all complete. 24” x 18” x 10” sink 194 Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 195 25mmx600mm long CP towel rail 196 Towel ring 197 Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge. 198 600mmx125mm plate glass shelf with CP/NP guard rails. 199 Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge. 200 600mmx450mm size B.E mirror (swivelled type) 201 Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 202 CP soap holder 203 Supplying all materials labor T&P & Fitting & fixing CP shower with rim with supply of red lead and yarn nail complete as per direction of Engineer in charge. 204 ½” x 5” CP Shower (Plaza Deluxe Make) 205 Supplying all materials , labour, T&P and cutting holes through existing brickor laterite masonry wall for takingU-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 206 Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge 207 Supplying all materials ,labour ,T&P and constructing Inspection Chamber ofinside size 760mmx760mmx460mmwith cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips,12mm thick cement plaster (1:3)with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxesetc.all complete as perapproved drawing, P.H specification and direction of Engineer-in-charge 208 Inside size 76cmx76cmx46cm with 18” dia RCC MH cover 209 Supplying all materials ,labour ,T&P and constructing gully trap chamber ofinside size 250mmx250mmwith 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinthand inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI gratingetc.all complete as per drawing,specification and direction of Engineer-in-charge 210 Supplying all materials labour T&P filling sand in lavatories well watered and rammed including lead of materials to work site. 211 Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 212 Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge 213 Ground Floor 214 First Floor 215 Second Floor 216 Supplying all materials, labour, T&P and providing and fixing Vitrified tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tilesincludingwatering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( Vitrifiedfloor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size Kajaria/Somany/Johnson tile 60cmx60cm special printed seriesto be pre-approved by the Engineer-in-charge ) 217 Kajaria/Somany/Johnson tile 60cmx60cm 218 Ground Floor 219 First Floor 220 Second Floor 221 Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,paymentof royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. 222 Ground Floor 223 First Floor 224 Second Floor 225 Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirtingon 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tilesincludingwatering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( Vitrified mat finish wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size Kajaria/Somany/Johnson tile 60cmx30cm special plain / printed series to be pre-approved by the Engineer-in-charge ) 226 Kajaria/Somany/Johnson tile 60cmx30cm 227 Ground Floor 228 First Floor 229 Second Floor 230 Granite Tiles 10mm thick 231 Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finishstructural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material,The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centres standards and specifications and the door shutters Conforming to relevant I.S.specification. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. 232 Factory made Solid WPC door frame of size 95mmx55mm fabricated .The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigmentscomplete in all respect as per specification and direction of the Engineer in charge 233 Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 80 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 80 liters along with 2 noa of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge 234 Aqua guard pure Chill 80 PSS UV 235 Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufactures specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge 236 100mm dia P.V.C. pipe 237 150mm dia P.V.C. pipe 238 Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification. 239 MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover ) 240 Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site. 241 1 no 50 users RCC septic tank 242 Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of theEngineer-in-Charge. 243 Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general. 244 Supplying all materials, labour, T&P and providing shoring and shuttering foundation trenches, pits etc with close wooden planks or sheets shuttering etc all complete as per direction of the Engineer in charge. 245 Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer incharge. 246 Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 247 Supplying all materials, labour, T&P and providing 6mm thick cement plaster (1:4) on RCC work including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 248 Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 249 Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 250 R.C.C beams,columns,girder and bressmer etc. 251 Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 252 Supplying all materials, labour, T&P and providing cement concrete (1:1.5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 253 Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 254 Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 255 Supplying all materials, labour, T&P and providing brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 256 Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls ofman hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge. 257 Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge 258 Construction of 20000 Liters RCC Under ground Reserverof Inside size- 4.00 X 3.00 X2.00m 259 Earth work in All kinds of soil and gravels mixed with stone and boulder not exceeding 0.014 Cum in volume within 50m initiallead and 1.5 m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per specification approved by the Department. 260 -do- with Ist additional depth of 1.50 m over the initial lead and lift 261 Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer incharge. 262 Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 263 Supplying all materials, labour,T&P and providing cement concrete (1:1.5:3) for RCC work using 12mm HG chips including hoisting,laying,curring and conveyance of all materials to site etc complete. 264 Supplying all materials, labour, T&P and providing M.S.Reinforcement for RCC work including cutting, banding, binding, straightening and trying the grills and placing in position including cost of binding wire 18 to 20 gage. 265 Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting including cost of materials complete in ground floor. 266 RCC floor roof, chajja etc 267 RCC Beam, Column, wall etc 268 RCC Plinth bend/ Raft 269 Base slab 270 Supplying all materials, labour,T&P and providing 6mm thick cement plasster (1:4) overCC workincluding watering curring and conveyance of all materialsto site. 271 Supplying all materials, labour, T&P and providing cement punning including watering, curring and conveyance of all materials to site. 272 Quantity same as item No-4 273 Providing fitting and fixing CI/MS step iron including fixing to walletc. complete 274 Providing fitting and fixing RCPCcoveretc complete as per direction of Engineer-in-charge 275 Construction of 1 no production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories 276 Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only 277 Drilling of 200mm dia bore 278 00 mtr to 30mtr 279 30 mtr to 45mtr 280 Drilling of 150mm dia bore 281 45 mtr to 215.00mtr 282 Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. 283 Lowering of 200mm dia P.V.C casing pipes 284 00 mtr to 30 mtrs 285 30 mtr to 60mtr 286 Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber O ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. 287 200mm dia PVC (sch-80) pipe 288 Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) 289 Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge 290 By DTH Rig 291 Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation: 292 Rocky terrain with boulder formation for 300m depth 293 Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make) 294 1 H.P. Single phase/ three phase 3 stagehead renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby) 295 DOL Control panel 296 40mm dia steel short piece 297 Well cap 298 50mm size CI bracket 299 2.50sqmm flat cable 300 20mm dia rigid UPVC pipes 301 Steel rope with cover 302 Labour charges for lowering including transportation 303 Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceilingand floor all complete as per specification and direction of the Engineer in charge 304 32mm HDPE pipes (Finolex/Supreme make) 305 E.I Works :- Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp, 250 V modular type switch ISI marked and ceiling rose ISI marked mounted on modular GI box with modular base & cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex / L&T / Anchor / Havels /HPL/ V Guard ) Group-ALP-54 306 Group-B LP-77 FP-27 307 Group-CLP-132,FP-28Ex FP-19CBP-8 308 Supply and fixing of 6Amp plugwith 6Amp switch on existing board. (Modulartype)(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 309 Point wiring for 5 / 6 amp socket outlet with 2 x 1.5 sq.mm FR PVC insulated single core multistrand copperconductor of ISI marked in recess 20 mm dia non-metalic PVC flexible conduit with Modular type switch ,phenolic laminated sheet suitable size ISI marked MS box and earthing point with 1 x 1.5 sq.mm FR PVCinsulated single core multistrand copper conductor for loop earthing etc. as required. 310 Supplying and fixing of 3 nos 6 Amp Plug point 3 nos switch, 1 No 15 Amp Switch & 1 No 15 Amp Socket Modular type on modular metal box, base & cover with all connections.(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 311 Supplying and fixing of 15/16 Amp Plug point Modular type on modular metal box on surface/Recess with suitable size of Modularcover in front including cutting the wall and making good the same in cases of recessed conduit as required(Make-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) 312 s/f of ac point consisting of 32Astarter with all connection compelete s per the direction of engineer in charge 313 Recessed wiring to submain in the following sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked conforming to IS-694/1990 in the following mm dia non-metallic heavy duty flexible conduit 1.6 mm thick along with the following sq.mm FR PVC insulatedsingle core multistrand copper conductoras earth wire as required.(Make of wire-Finolex/L&T/Anchor/Havells/V-Guard//HPL) 2 X 1.5 sq.mm +1 X 1.5 sq.mm in 20 mm dia 314 2 X 2.5 sq.mm +1 X 1.5 sq.mm-do- 315 2 X 4 sq.mm +1 X 1.5 sq.mm -do- 316 2 X 6 sq.mm +1 X 2.5 sq.mm in 25mm dia 317 4 x 6 sq.mm + 2 x 2.5 sq.mm) 318 4 x 10 sq.mm + 2 x 4 sq.mm) 319 Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc ( with charcoal and salt) as required. 320 Supplying and laying 25 mm x 5 mm copper strip on surface or in recess for connection etc as required 321 Supply and fixing of following way three pole and neutral, sheet steel, MCB distribution 415V on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)4 way (4+12) double door horizontal type 322 Supply and fixing of 5Amp to 32A rating 240 V/415 V c series MCB suitable for lighting and other loads of the following poles in the exiting MCB DB ISI marked complete with connections testing and commissioning etc. (Make-HPL/ Havells/ Legrand /L&T/C&S)Single pole (SP) 323 S/F of 34/36 Watt (2 x 2)LED round/ square surface ceiling Lights .(Make-Havells/Crompton/Philips/Bajaj)) 324 Supplying and fixing of Call Bell / Buzzer ISI marked suitable for DC /AC single phase 230 volts complete as required. 325 S/F. Of 400mm Wall fans including all connections and accessories of Usha/Orient/Havells/Equivalent make 326 s/f SITC of energy efficient LED tube light fittings with decorative alluminiumbatten and LED tube light having power rating not more than 20 watt and lumen output not less than 2000 lumen complete with electronic driver and all other accessories withdiffuser having 2 years warrantyi/c connection etc as requiredas per direction of Engg.-in-Charge.(Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj). The luminaire should be Replacement Warranty will be 2 years .of tube light18watt /20 watt ledfitting with cover( Make-Havells/ Philips/Cromptonas per the direction of side engineer in charge. 327 S/F. Of 48AC Ceiling fans including all connections and accessories of Usha Allure Dlx/Havells Pacer/Orient Summer Pride/Equivalent make. 328 Supplying, installation, of exhaust fan of heavy duty 300 mm sweep 1400 rpm with louvers(Make- Havells/Crompton/Usha/Orient/Bajaj) of exhaust fan in the existing wall, including fixing & conntection as required as per direction of Engg.-in-Charge. Replacement Warranty will be 2 years. 329 S/F. of 45Wt. LED Street light fittings complete with G.I. bracket. Of Bajaj/Havells/Crompton/Philips make. 330 S/F of 18Watt Recess/Surface mounted LED downlighter with white powder coated aluminium housing with integrated electronic driver.(Make-Havells/Crompton/Philips/Bajaj)) 331 s/f of decorative foot light (Make-Havells/Philips/Crompton or equivalent.) 332 Supply of 35 sq mm 3-1/2 core XLPE insulated Aluminium Armoured cables ISI marked 333 Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kvgrade sizeexceeding 25 SQ. MMbut not exceeding 120 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge. 334 S/F of 30x6x10no 16/18 SWG sheet metal for main 250 amp panel board having125 amp MCCB 25 KA-1no as incommer,200 amp electrolyte cu bus bar-1no andammeter and voltmetertoggler switch,three nos led indicator and as per the direction of site engineer in charge.(make: Siemens / legrand/Schneider/Equivalent)) 335 Approved for 97 ( One hundred eight) items only
|
|
Contract Value:
2.67 Crore
|
Contract Date:
22-Apr-2026
|
Contractor Name:
PRIYA RANJAN BISWAL
|
View Tender Results
|
|
|
|
12.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10039661
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
13.
Public Health Engineering Department
|
Haryana
|
|
|
BRR:10039531
Tender for Comprehensive Maintenance And Repair Of Existing Pipeline Of All Types (Di/Ci/Ac/Pvc) And Sizes At Various Depths, Including Sluice Valves, Non Return Valves, Leakages And Repair Of Illegal/Not Functional Water Supply Connections, Work Includes Excavation On Any Surface, Bailing Out Water, Refilling, Material And Labour Cost, Machine/Equipment Hire, And Repair Replacement Of Sluice Valves Components Of All Sizes (M.S Spindle, G.M Chuck Nut, Chimta, Nut Bolts, Rubber Jain, Glan Dori, Grease Etc.) Includes Pening/Fitting, Carriage From Site To Workshop And Vice Versa, And All Repair Related Works As Per Engineerincharges Direction, Complete In All Respect.Length 75 Km. , Job Work For Increase The Length Of Lowering Pipe Of Tubewell And Repair Of Nrv, Sluice Valve, Ci Bends Etc. For Sluice Valve, Ci Bends Etc. For Tubewells And Fire Hydrants Complete In All Respects. . , Job Work For Repair Of Electric Equipments Like Fan, Tube Light Mcb, Board Switch Etc. Complete In All Respects. , Job Work For Repair/Painting 2 Time In A Year Of 10 Nos. Tubewells Structures Like (Pump Chamber, Boundary Wall, Gate, Gentary) Complete In All Respect. , Job Work For Repair/Replacement Of Dozing Set, Supply And Feeding Of Sodium Hypo Chloride Of 7-10 Percent Complete In All Respect. For 13 No. Tubewells For 1 Year.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
14.
Rural Engineering Services
|
Uttarakhand
|
|
|
BRR:10038990
Tender For Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: , Dismantling Wood Work In Frames, Trusses, Purlins And Rafters Up To 10 Metres Span And 5 Metres Height Including Stacking The Material Within 50 Metres Lead :Of Sectional Area 40 Square Centimetres And Above , Providing And Laying In Position Cement Concrete 1:4:8 (1 Cement : 4 C/Sand : 8 St. Agg. 40 Mm Size) Excluding The Cost Of C/Shuttering - All Work Upto Plinth Level. , Brick Work With F.P.S. Bricks Of Class Designation 75 In Super Structure Above Plinth Level Upto Floor V Level In Cement Mortar 1:6 (1 Cement : 6 C/Sand). , Reinforced Cement Concrete Work In Beam,Suspended Floor Roof Having Slop Up To 15 Degree Landing Balcony Shelf Chajjas Lintels Band Plain Windoe Cills Staircase & Sprial Stair Case Etc. Up To Floor Five Level,Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate20 Mm Nominal Size) , Centering And Shuttering I/C Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Reinforcement For Reinforced Cement Concrete Work I/C Straightening, Cutting, Bending, Placing In Position And Binding All Complete --Thermo - Machanically -Treated Bars. , Half Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Superstructure Abov Plinth Level Upto Floor V Level In Cement Morar 1:4 (1 Cement :4 Sand) , 12 Mm Cement Plaster Of Mix. 1:6 Cement And Fine Sand Mortar. , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix :1:6 (1 Cement: 6 Fine Sand) , Providing And Laying Vitrified Tiles In Floor With Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 154 77, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately).Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Laying In Position Cement Concrete Of Specified Grade 1:2:4 (1Cement :2 Sand : Stone Aggregate 40Mm Nominal Size) Excluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level , Providing And Applying White Cement Based Putty Of Average Thickness 1Mm Of Approved Brand And Manufacture, Over Plastered Wall Surface To Prepare The Surface Even And Smooth Complete , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) , Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : , Painting Steel Work With Deluxe Multi Surface Paint Of Req. Shade (Two Or More Coats) Applied Over An Under Coat Of Primer Approved Brand. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :One Or More Coats On Old Work , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Iinternal Work - Exposed On Wall 15 Mm Dia. Nominal Bore , Providing And Fixing Brass Bib Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Brass Stop Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) 15 Mm Nominal Bore High & Low Pressure With Plastic Floatsof Approved Quality Complete , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 25 Mmnominal Bore , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes. , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes75 Mm Diameter , Providing And Fixing Pvc Door Frame Of Size 50X4 7 Mm With A Wall Thickness Of 5 Mm (± 0.2 Mm), Made Out Of Single Piece Extruded Pvc Profile, With Mitred Cut Joints And Joint With 2 Nos Of Pvc Bracket Of Size 190 Mm X 100 Mm Long Arms Of Cross Section Size 35 X 15 Mm & Self Driven Self Taping Screws, The Vertical Door Profiles To Be Reinforced With 40X20 Mm M.S. Rectangular Tube Of 0.8 Mm , Including Providing Epdm Rubber Gasket Weather Seal Throughout The Frame, Including Jointing 5 Mm Pvc Frame Strip With Pvc Solvent Cement On The Back Of The Profile. The Door Frame To Be Fixed To The Wall Using 8 X100 Mm Long Anchor Fasteners Complete, All As Per Manufacturers Specification And Direction Of Engineer -In- Charge. , 35 Mm Thick Factory Made Solid Panel Pvc Door Shutter, Made Out Of Single Piece Extruded Soild Pvc Profiles, 5 Mm (± 0.2 Mm) Thick, Having Styles & Rails (Except Lock Rail) Of Size 95 Mmx 35 Mm X 5 Mm, Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered ( On Both Side), Having One Side Thickness Of 15 Mm Integrally Extruded On The Hinge Side Of The Profile For Better Screw Holding Power, Including Reinforcing With Ms Tube Of Size 40 Mm X 20 Mm X 1 Mm, Joints Of Styles & Rails To Be Mitered Cut & Joint With The Help Of Pvc Solvent Cement, Self Driven Self Tapping Screws & M.S. Rectangular Pipes Bracket Of Size 190 Mm X 100 Mm Of Cross Section Size 35 Mm X 17 Mm X 1 Mm At Each Corner. Single Piece Extruded 5 Mm Thick Solid Pvc Lock Rail Of Size 115 Mm X 35 Mm, Out Of Which 75 Mm To Be Flat And 20 Mm To Be Tapered At Both Ends, Having 15 Mm Solid Core In Middle Of Rail Section Integrally Extruded, Fixing The Styles & Rails With The Help Of Solvent And Self Driven Self Tapping Screws Of 125 Mm X 11 Mm, Including Providing 5 Mm Single Piece Solid Pvc Extruded Sheet Inserted In The Door As Panel, All Complete As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C. Brass Pillar Tap. , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms15mm Nominal Bore.. , Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete , Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements Weighing Not Lessthan 106 Gms. , Providing And Fixing Mirror Of Superior Glass (Of Approv Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. With Plastic Moulded Frame Of Approved Make And Shades With 6 Mm Thick Hard Board Backing:Rectangular Shape 453X357mm , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests , Marble Stone Flooring With 18 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Cement Mortar 1 :4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Grey Cement Slurry, Including Rubbing And Polishing Complete With : Udaipur Green Marble , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Persqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing Ridges Or Hips Of Width 60 Cm Overall Width Plain G.S. Sheet Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Dia G.I. Limpet And Bitumen Washers Complete , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595 Mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Is 8225:1987, Light Reflectance Of 85% (Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bs:476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991, In True Horizontal Level Suspended On Inter-Locking Metal Powder Coated T-Grid Of Hot Dipped Galvanised Iron Section Of 0.40 Mm Thick On Silhouette Profile,Rotary Stiched Double Webbed White With 6 Mm Reveal Profile (White/ Black),Comprising Of Main-T Runners Of Size 15X42 Mm Of Length 3000 Mm, Cross - T Of Size 15X42 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 15X42 Mm Of Length 600 Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 22X19x0.40 Mm Of Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 450 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In-Charge.With 15 Mm Thick Integral Densified Micro Edge Light Weight Calcium Silicate False Ceiling Tiles , Providing And Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Rockwool Conforming To Is: 8183,Density 48 Kg/ M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete :250X16 Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :250X10 Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Gradeac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :125 Mm , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows Alll Complete With5.5 Mm Thick Glass Panes , Providing Fixing 8Mm Diacp/Ss Jet With Flexible Tube Up To 1 Meter Long With Ss Triangular Plate To Eureopean Type Wc Of Quality And Make As Approved By Engineer In Charge , Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With 75 Class Designation Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Finishedwith F.P.S. Bricksinside Dimensions 455X610 Mm And 45 Cm Deep For Single Pipe Line : , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:30 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws , Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes (Weight Not Less Than 10 Kg Per Sqm) Fixing With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size Wit H Necessary Screws .Second Class Teak Wood30 Mm Thick , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required :Size 600X450x200 Mm , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash &Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface Forplaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. , Providing And Laying Polished Granite Stone Flooring In Requireddesign And Patterns, In Linear As Well As Curvilinear Portions The Building, All Complete As Per The Architectural Drawings, With18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Jointed With Cementslurry And Pointing With White Cement Slurry Admixed Withpolishing Etc. All Complete As Specified And As Directed By Theengineer-In-Charge.Polished Granite Stone Slab Jet Black, Cherry Red, Elitbrown, Cat Eye Or Equivalent. , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead :Of Area 3 Sq. Metres And Below , Disposal Of Moorum/Building Rubbish/ Malba/ Similar Unserviceable , Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting , Unloading To Approved Municipal Dumping Ground For Lead Upto 1 0 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge . , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40 Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : Size 600X450x200 Mm , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead.For Thickness Of Tiles 10 Mm To 25 Mm , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item):With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Is: 12823 Grade L Type Ll, In Panelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge.Using R2 Series With Frame (39 Mm & Above) X (39 Mm & Above). (Height Upto 1.2 Metre) , Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honeycomb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Longcomplete As Per Standard Design.With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.In All Kinds Of Soil. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement.20 Mm Cement Plaster
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
15.
Rural Engineering Services
|
Uttarakhand
|
|
|
BRR:10038987
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M For All Kinds Of Soil By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level 1:4:8 (1 Cement : 4 Fine Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item , Brick Work With Common Burnt Clay Machine Moulded Perforated Bricks Of Class Designation 12.5 Conforming To Is: 2222 In Superstructure Above Plinth Level Up To Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) : With F.P.S.(Non Modular) Bricks , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement - All Work Upto Plinth Level 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item , Centring And Shuttering Including Strutting,Ropping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rate Of Above Given Item , Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) By The Direction In Engineer - In - Charge Work To Be Execuated As Per Specification A Rat
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
16.
Rural Engineering Services
|
Uttarakhand
|
|
|
BRR:10038986
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavat In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 1 Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Direction Of Engineer In Charge Upto 50 M Distance.(All Kinds Of Soil.) , Providing And Laying In Position Cement Concrete Of Specified Grade 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size).All Work Upto Plinth Level , Grading Roof For Water Proofing Treatment With 22.14.1 Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.110 Mm Diameter , Providing And Laying Water Proofing Treatment On Roofs Of Slabs By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying: (A) After Surface Preparation, First Layer Of Slurry Of Cement @ 0.488 Kg/ Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/Sqm. (B) Laying Second Layer Of Fibre Glass Cloth When The First Layer Is Still Green. Overlaps Of Joints Of Fibre Cloth Should Not Be Less Than 10 Cm. (C) Third Layer Of 1.5 Mm Thickness Consisting Of Slurry Of Cement @ 1.289 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.670 Kg/Sqm And Coarse Sand @ 1.289 Kg/Sqm. This Will Be Allowed To Air Cure For 4 Hours Followed By Water Curing For 48 Hours. The Entire Treatment Will Be Taken Upto 30 Cm On Parapet Wall And Tucked Into Groove In Parapet All Around. (D) Fourth And Final Layer Of Brick Tiling With Cement Mortar (Which Will Be Paid For Separately. For The Purpose Of Measurement The Entire Treated Surface Will Be Measured. , Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To Reinforced Cement Con
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
17.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10037483
Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer, Hp,Pwd. Division Manali At Katrain. Tender Inviting Authority: Restoration Rain Damages On Katrain Chhani Road K.M 0/00 To 2/060 (Sh:- Construction of B/ Wall At R.D 1/230 To 1/240 Contract No. Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # Sl. No. Item Code / Make Quantity Units Estimated Rate With All Taxes Including Gst In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount With All Taxes Including Gst In Rs. P Total Amount With Taxes Total Amount With All Taxes Including Gst In Words , Excavation In Soil In Hilly Area By Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With All Leads & Lift ,As Per Drawing And Technical Specification Clause 1603.1 Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Earth Work In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Stone Masonry Work In Cement Mortar For Sub Structure Complete As Per Drawing And Technical Specifications Clause 702,704,1202 And 1204 Random Rubble Masonry In Cement Mortar 1:6 (One Cement : Six Sand ).Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Governmentincluding Gst. , Providing Weap Holes In Brick Masonry/ Stone Masonry/Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slope Of 1(V):20 (H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614,709,1204.3.7. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. Total In Figures 190240.91 190240.91 Inr One Lakh Ninety Thousand Two Hundred & Forty And Paise Ninety One Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
18.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10037474
Tender for Excavation In Soil In Hilly Area By Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With All Leads & Lift ,As Per Drawing And Technical Specification Clause 1603.1 Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Earth Work In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing And Laying Of Boulder Apron Laid In Wire Crates With 4Mm (Four Millimetre ) Dia Gi Wire Conforming To Is: 280 And Is: 4826 In 100Mmx 100Mm(One Hundred Millimetre Into One Hundred Millimetre ) Mesh (Woven Diagonally ) Including 10 (Ten) Percent Extra For Laps And Joints Laid With Stone Boulders Weighing Not Less Than 25 Kg.(Twenty Five Kilogram ) Each As Per Drawing And Technical Specifications Clause 1301Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Governmen Tincluding Gst. , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification Clause 1204.3.8 Granular Material. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
19.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10037470
Tender for Earth Work In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing Concrete For Plain/Reinforced Concrete In Sub Structure /Open Foundations Complete As Per Drawing And Technical Specification Clause 802, 803 , 1202 ,1203 Plain Cement Concrete 1:4:8 (One Cement : Four Sand : Eight Graded Stone Aggregate) Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Stone Masonry Work In Cement Mortar For Sub Structure Complete As Per Drawing And Technical Specifications Clause 702,704,1202 And 1204 Random Rubble Masonry In Cement Mortar 1:6 (One Cement : Six Sand ).Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Governmentincluding Gst. , Construction Of Dry Ruble Masonry For Retaining Walls, Breast Walls, Revetment Walls And Parapets Etc. For Sub Structure And Super Structure Complete As Per Drawing And Technical Specification Clause 704.6 & 1302.5 Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification Clause 1204.3.8 Granular Material. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing Weap Holes In Brick Masonry/ Stone Masonry/Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slope Of 1(V):20 (H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614,709,1204.3.7. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
20.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10037469
Tender for Earth Work In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing Concrete For Plain/Reinforced Concrete In Sub Structure /Open Foundations Complete As Per Drawing And Technical Specification Clause 802, 803 , 1202 ,1203 Plain Cement Concrete Grade M-10 Nominal Mix 1:3:6 (One Cement : Three Sand : Sixgraded Stone Aggregate) Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing Concrete For Plain/Reinforced Concrete In Sub Structure /Open Foundations Complete As Per Drawing And Technical Specification Clause 802, 803 , 1202 ,1203 Plain Cement Concrete 1:4:8 (One Cement : Four Sand : Eight Graded Stone Aggregate) Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Stone Masonry Work In Cement Mortar For Sub Structure Complete As Per Drawing And Technical Specifications Clause 702,704,1202 And 1204 Random Rubble Masonry In Cement Mortar 1:6 (One Cement : Six Sand ).Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Governmentincluding Gst. , Construction Of Dry Ruble Masonry For Retaining Walls, Breast Walls, Revetment Walls And Parapets Etc. For Sub Structure And Super Structure Complete As Per Drawing And Technical Specification Clause 704.6 & 1302.5 Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification Clause 1204.3.8 Granular Material. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing Weap Holes In Brick Masonry/ Stone Masonry/Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slope Of 1(V):20 (H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614,709,1204.3.7. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
21.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10037468
Tender for Earth Work In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto Any Lead ,Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Providing Concrete For Plain/Reinforced Concrete In Sub Structure /Open Foundations Complete As Per Drawing And Technical Specification Clause 802, 803 , 1202 ,1203 Plain Cement Concrete 1:4:8 (One Cement : Four Sand : Eight Graded Stone Aggregate) Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government Including Gst. , Providing And Laying Of Boulder Apron Laid In Wire Crates With 4Mm (Four Millimetre ) Dia Gi Wire Conforming To Is: 280 And Is: 4826 In 100Mmx 100Mm(One Hundred Millimetre Into One Hundred Millimetre ) Mesh (Woven Diagonally ) Including 10 (Ten) Percent Extra For Laps And Joints Laid With Stone Boulders Weighing Not Less Than 25 Kg.(Twenty Five Kilogram ) Each As Per Drawing And Technical Specifications Clause 1301Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Governmen Tincluding Gst. , Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Technical Specification Clause 1204.3.8 Granular Material. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst. , Providing Weap Holes In Brick Masonry/ Stone Masonry/Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slope Of 1(V):20 (H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614,709,1204.3.7. Within All Leads And Lift Including Carriage Of Materials And As Per Direction Of Engineer-In- Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Any Other Taxes Imposed By The Government But Including Gst.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
22.
Acharya Ng Ranga Agricultural University
|
Andhra Pradesh
|
|
|
BRR:10037274
Land Leveling For Cultivation Of Field Crops For Ars, Chinapavani
|
|
Contract Value:
13.09 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
kannapureddy amarnath reddy
|
View Tender Results
|
|
|
|
23.
Nagar Panchayat
|
Uttar Pradesh
|
|
|
BRR:10036692
Tender for Cleaning Of Drainage Up To Silt At Site With Disposal Of 60Mtr. Including Waste Making Diversion Etc....All completion , Dismentaling Of Old Damaged B.O.E Soling And Stacking Of Dismantledbricks At Site Required For Proper Completion Of The Work As Per Directed By Engineer Incharge Within Distance Of 60Mtr Etc.... All completion (Non Schedule Item-01) , Dismantling Of Old Damaged Boundary Wall Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material With In Lead Of 60 Meaters. As Per Direction Of Engineer-In-Charge....All completion As Per S.I No- 692 , Earth Work In Excavation In Foundation In Ordinary Soil I/C Lift 1.50 & Lead 30 Mtr Without Royality Etc.... All completion As Per S.I No- 251 , E/W In Cutting Or Embankment In Ordinary Soil Including1.5Mtr Lift And 30Mtr Lead Including Cortage Of Earth From 5 Km As Per S.I No 253 (Excluding Royality) , providing and laying Cement, Concreate With 1:6:12 (1 Cement, 6 Fine Sand, 12 Brick Ballast 40Mm Nominal Size Etc.....All completion As Per P.W.D Schedule No. 273 , First Class Brick Work With 1:4 Cement And Coarse Sand Mortar Etc. All Complete As Per Pwd Schedule Item No. 305 , 12Mm Thick Plaster With Cement & Fine Sand Mortor In 1:4 Including Supply Of All Material, Labour Etc. All Complete As Per Pwd Schedule Item No. 584(I) , Supply And Providing Of 125 Micron Plastic Sheet Etc.....All completion As Per S.I No- 19 , Supply Laying &Consolidation Of 22.4-53Mm Gauge Stone Ballast And Screening Material By Hand Rammer....All completion , providing and laying In Cement, Concrete 4:2:1 With 20Mm Stone Aggregate Coarse Sand And Cement Etc. All Complete As Per Pwd Schedule Item No. 279(I) , 25Mm Thick Compacted Bed Of Fine Sand Compacting And Proper Embedding/Laying Of Intering Tiles Leveling And Dressing Of Surface , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm.(3/4) Gauge Approved Stone Ballast In Proportion Of 1:2:4 For Slab Works Etc. All Complete As Per Pwd Schedule Item No. 284 , Mild Steel Or Iron Work Such As Reinforced Cement Concrete I/E Bending For Proper Shape And I/E Supply Of Steel & Its Wastage, Bend, Hooks, And Authorized Overlapping Shall Be Measured And I/E Cost Of Binding Wire Etc. All Complete As Per Pwd Schedule Item No. 504. , Supply/Fixing Of Granite Stone Indication Board In Brick Masonary Padastal Etc....All Work completion As Per Direction Of E/I/C , Deduct Cost Of Old Brick Bats Obtained From Dismenteling.....All Complete. , Deduct Cost Of Old Brick Bats Obtained From Dismenteling.....All Complete. , Add G.S.T @ 18%
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
24.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032848
Providing First Dose Levelling Of House Sites With Earth Work Excavation Selected Earth In Rs No 162/1 1.52 Acres Peddvam Village Of Tallapudi Mandal For House Sites Under Navaratnalu Pedalankaraki Illu Scheme In Kovvur Constituency Of East Godavari Distriict
|
|
Contract Value:
9.67 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
s ranga rao
|
View Tender Results
|
|
|
|
25.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032847
Providing First Dose Levelling Of House Sites With Earth Work Excavation Selected Earth In Rs No 162/4B0.91 162/4 A 1.00 -191 Acres Peddvam Village Of Tallapudi Mandal For House Sites Under Navaratnalu Pedalankaraki Illu Scheme In Kovvur Constituency Of East Godavari Distriict
|
|
Contract Value:
12.35 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
s ranga rao
|
View Tender Results
|
|
|
|
26.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032679
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Opp Poultry Form In Vijjeswaram ( V ) Of Nidadavole Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
2.40 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
saravana projects
|
View Tender Results
|
|
|
|
27.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032678
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout (Vemuluru) Layout 5 Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
51.92 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
kyathi constructions
|
View Tender Results
|
|
|
|
28.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032673
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Assigned Land Peravali (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
12.43 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
29.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032672
S Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout New Layout Venkatrayapuram ( V ) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
11.21 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
30.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032671
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout East Side S.C Peta Land In Pittalavemavaram (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
7.50 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
31.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032670
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Govt Land Layout Usulumarru (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
6.94 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
32.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032669
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near New Sachivalayam Malleswaram (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
4.59 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
33.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032668
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Pala Adinarayana Shed Kothapalli Agraharam (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
3.64 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
34.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032667
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Assigned Land Kothapalli Agraharam ( V ) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
3.57 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
35.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032666
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Elementry School Kothapalli Agraharam (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
1.70 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
36.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032665
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout New Layout Malleswaram (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
4.35 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
37.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032664
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Village Road Mukkamala (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
8.27 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
38.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032663
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout New Layout Nadupalli (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
10.51 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
39.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032662
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Assigned Land Nallakulavaripalem (V) Of Peravali Mandal
|
|
Contract Value:
3.14 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
40.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032661
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout New Layout Peravali (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
19.46 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
41.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032660
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Ravali Spinning Mill Layout Khandavalli (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
45.63 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
42.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032659
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Near Z.P High School Kanuru (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
16.21 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
43.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032658
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Of The Popoppu Venkateswara Rao Land Layout In Annavarappadu (V) Of Peravali Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
2.62 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ms satya constructions
|
View Tender Results
|
|
|
|
44.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032657
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Towards West Side Of Master Plan Main Road In Layout -2 (Spec Factory) Bit-1 Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
1.34 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
45.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032656
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout (Guttavari Tank) Bit-3 Plot Nos.1371 To 2484 Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
1.31 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
m/s n.r.constructions.
|
View Tender Results
|
|
|
|
46.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032655
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout (Guttavari Tank) Bit-2 Plot Nos.729 To 1370 Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
1.33 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
47.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032654
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout Towards East Side Of Master Plan Main Road In Layout -2 (Spec Factory) Bit-2 Of Kovvur Municipality For House Sites
|
|
Contract Value:
47.08 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
48.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032653
Providing First Dose Levelling And Land Filling Of House Sites With Earth Work Excavation / With Suitable Earth At Npi Layout (Guttavari Tank) Bit 1 Plot Nos.1 To 728 Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
1.29 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
49.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032639
Providing Second Dose Levelling Of House Sites With Earth Work Excavation / With Selected Earth At Npi Layout Near Sivalayam In Korupalli (V) Of Nidadavole Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
8.93 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
50.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032638
Providing Second Dose Levelling Of House Sites With Earth Work Excavation / With Selected Earth At Npi Layout Near Tank In Kalavacharla (V) Of Nidadavole Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
15.02 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
51.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032637
Providing Second Dose Levelling Of House Sites With Earth Work Excavation / With Selected Earth At Npi Layout Near Usr Asramam In Tallapalem (V) Of Nidadavole Mandal For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Nidadavole Constituency Of East Godavari District
|
|
Contract Value:
4.76 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
52.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032636
Providing First Dose Levelling Of House Sites With Earth Work Excavation / With Selected Earth At Npi Layout Pasivedala Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
58.22 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
meda venkata krishna varaprasad
|
View Tender Results
|
|
|
|
53.
Andhra Pradesh State Housing Corporation Limited
|
Andhra Pradesh
|
|
|
BRR:10032635
Providing First Dose Levelling Of House Sites With Earth Work Excavation / With Selected Earth At Npi Layout Pasivedala Of Kovvur Municipality For House Sites Under Navaratnalu-Pedalandariki Illu Scheme In Kovvur Constituency Of East Godavari District
|
|
Contract Value:
1.11 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
m/s n.r.constructions.
|
View Tender Results
|
|
|
|
54.
Panchayat Raj Department
|
Uttar Pradesh
|
|
|
BRR:10029880
Tender For Work Number 19, Excavation Work Of Tansipur Road From Graveyard In Village Gangnauli, Block Nangal
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
55.
Zila Panchayat
|
Uttar Pradesh
|
|
|
BRR:10029864
Tender For Cleaning And Excavation Work Of Pond Area 5011.33 Sq In Rasulpur Dhauldi
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
56.
Department Of Soil and Water Conservation
|
Maharashtra
|
|
|
BRR:10029658
Tender for Repair Work To Sullali P T No 2 Taluka Jalkot District Latur-- 1 Item No.1:- Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m etc. Complete. 2 Item No.2:- Cutting down trees including cutting trunks & branches and stacking the material with 15 m. lead and all lifts including uprooting and refilling the pit with material etc complete as directed.(excluding extra material required for refilling 3 Item No.3 :- Dismantling dry rubble stone pitching including stacking all materials with 15m lead and all lifts etc.complete as directed. 4 Item No.4:-Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 5 Item No.5:- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 6 Item No.6:-Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 7 Item No.7:-Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia. (0.113 Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. 8 Item No.8:-Providing cut off trench filling using selected impervious soil from approved borrow areas including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to1 km and 6m lifts. 9 Item No.9:-Providing hearting embankment using selected impervious soil from approved borrowareas (Government acquiredland) in layersincluding cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding cost of water etc., complete with lead up to1 km and all lifts as directed. 10 Item No.10:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. 11 Item No.11 :- Providing casing embankment using selected pervious material from approved borrow areas ( Government acquired land ) from excavation in layers including cost of all materials,machinery,labour,all other operations such as collection of material, spreading material in layer of specified thickness, sorting out , breaking clods, levelling,sectioning edges/sides , watering compacting each layer to density control not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead upto 1 km for watering and 6 m lift 12 Item No.12:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from localy available, excavated materials including labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. 13 Item No.13:- Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. 14 Item No 14:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m. 15 Item No 15:-Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps footings,foundations,slabs,beams columns canopiesetc. complete asdirected.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
57.
Rural Development And Panchayats Department
|
Tamil Nadu
|
|
|
BRR:10029160
Tender for Providing Functional House Hold Tap Connection (175 Nos) And Extension Of Pipe Line At Therku Thoppu, Dharga Thoppu In Devipattinam Pt , Providing Functional House Hold Tap Connection (175 Nos) And Extension Of Pipe Line At Therku Thoppu, Dharga Thoppu In Devipattinam Pt , Earth Work Excavation And Depositing On Bank With An Initial Lead Of 10M And Initial Lift Of 2 M In Narow Trenches For Pipe Laying Work Including Other Incidental Charges Such As Barricading Etc In Hard Stiff Clay,Black Cotton Hard Red Earth,Shales Murram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil As Diected By Twad Board Officers , Supply And Delivery Of Gi And Pvc Pipe And Speical For Potable Water Supply As Per Is Specification No 4985/2000 And As Amended From Time To Time With Isi Marking Of The Following Sixes With Necessary Couplere Or Bell Ended Pipes As Specified In Isi With Required Quartity Of Solvent Cement Having The Required Working Pressure And For Delivery At Site. , Conveying The Following Pvc Pipes And Specials And Lowering Into Trench Laying To Proper Grade And Alignment Jointing With Couplers And Testing To The Required Pressure Including Conveyance Of Water Upto 1.00 Km Lead For Filling Water For Testing Excluding Cost Of Materials And As Directed By The Twad Board Officers , Refilling With Excavated Earth Complying With Standard Specification Layers Of 15Cm Watered Well Rammed And Consolidated After The Pipes And Specials Are Laid Jointed And Testyed Etc And Removing And Depositing The Surplus Earth At The Places As Shown By The Twad Board Officers , Supply And Delivery Of Gi And Pvc Pipe Special As Per Is Specification With Isi Marking Of The Following Sizes Including All Taxes, Duties , Loading , Unloading And Transit Insurance Charge Etc And As Directed By Twad Board Officer. , 63Mm Pvc Bend , 63Mm Pvc End Cap , 63Mm Pvc Tee , 50Mm G.M Gate Valve , Provision For functional house hold tap connection , Providing For Platform
|
|
Contract Value:
18.11 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
JAHIR HUSSAIN
|
View Tender Results
|
|
|
|
58.
Rural Development And Panchayats Department
|
Tamil Nadu
|
|
|
BRR:10029159
Tender for Providing Functional House Hold Tap Connection ( 60 Nos) And Distribution Line Of Vattakudi Village In Madhavanoor Panchayat , Providing Functional House Hold Tap Connection ( 60 Nos) And Distribution Line Of Vattakudi Village In Madhavanoor Panchayat , Earth Work Excavation And Depositing On Bank With An Initial Lead Of 10M And Initial Lift Of 2 M In Narow Trenches For Pipe Laying Work Including Other Incidental Charges Such As Barricading Etc In Hard Stiff Clay,Black Cotton Hard Red Earth,Shales Murram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil As Diected By Twad Board Officers , Supply And Delivery Of Gi And Pvc Pipe And Speical For Potable Water Supply As Per Is Specification No 4985/2000 And As Amended From Time To Time With Isi Marking Of The Following Sixes With Necessary Couplere Or Bell Ended Pipes As Specified In Isi With Required Quartity Of Solvent Cement Having The Required Working Pressure And For Delivery At Site. , Conveying The Following Pvc Pipes And Specials And Lowering Into Trench Laying To Proper Grade And Alignment Jointing With Couplers And Testing To The Required Pressure Including Conveyance Of Water Upto 1.00 Km Lead For Filling Water For Testing Excluding Cost Of Materials And As Directed By The Twad Board Officers , Refilling With Excavated Earth Complying With Standard Specification Layers Of 15Cm Watered Well Rammed And Consolidated After The Pipes And Specials Are Laid Jointed And Testyed Etc And Removing And Depositing The Surplus Earth At The Places As Shown By The Twad Board Officers , Supply And Delivery Of Gi And Pvc Pipe Special As Per Is Specification With Isi Marking Of The Following Sizes Including All Taxes, Duties , Loading , Unloading And Transit Insurance Charge Etc And As Directed By Twad Board Officer. , 63Mm Pvc Bend , 63Mm Pvc End Cap , 63Mm Pvc Tee , 50Mm G.M Gate Valve , Provision For functional house hold tap connection , Providing For Platform , Gst Amount For Pr
|
|
Contract Value:
6.61 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
KURUSAMY SOUNDARAPANDIAN
|
View Tender Results
|
|
|
|
59.
Dakshinanchal Vidyut Vitran Nigam Limited
|
Uttar Pradesh
|
|
|
BRR:10028675
Tender For Construction Of 05Nos Fire Wall, Cable Trench And Other Associated Civil Works At Various 33/11Kv Sub-Stations Under Eudc-Jhansi, Distt. Jhansi, BILL OF QUANTITIES FOR CONSTRUCTION OF 05Nos FIRE WALL, CABLE TRENCH AND OTHER ASSOCIATED CIVIL WORKS AT VARIOUS 33/11KV SUB-STATIONS UNDER EUDC-JHANSI, DISTT. JHANSI. Sl. No. Item Description 1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil (DSR No.2.6.1) 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(DSR No. 2.8.1) 3 Concrete with 4 cm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, and T&P etc. required for proper completion of work (NSI) 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR No. 4.1.) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR No. 4.1.3) 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR No. 4.1.) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR No. 4.1.8) 6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (DSR No. 5.1) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 5.1.2) 7 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :(DSR No. 5.2) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(DSR No. 5.2.2) 8 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). (DSR No. 5.3) 9 Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1) 10 Centering and shuttering including strutting, propping etc. and removal of form forlintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR 5.9.5) 11 Centering and shuttering including strutting, propping etc. and removal of form forcolums, pillars, piers, abutments, posts and struts. (DSR 5.9.6) 12 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR No. 5.22A) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR No. 5.22A.6) 13 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections(DSR No. 5.30) 14 Brick work with common burnt clay F.P.S (Non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.1.1) 15 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR No. 6.1.2) 16 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : (DSR No. 6.4) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.4.1) 17 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sand mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete.(CSI No. 6.18) 18 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoising, fixingh in postion and applying a priming coat of approved steel primer all complete. (DSR No. 10.2) 19 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks.(DSR No. 11.2) 20 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (DSR No. 11.3)40 mm thick with 20 mm nominal size stone aggregate (DSR No. 11.3.1) 21 12 mm cement plaster of mix : (DSR No. 13.4) 1:4 (1 cement: 4 coarse sand) (DSR No. 13.4.1) 22 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR No. 15.3) 23 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. (DSR No. 15.7) In cement mortar (DSR No. 15.7.4) 24 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (DSR No. 15.8) From brick work in cement mortar (DSR No. 15.8.3) 25 Finishing walls with water proof exterior emulsion paint ofACE (ASIAN) or equivalent brand on already well prepared new wall surfaces with one coat of primer (ICI) followed by two coats of ACE exterior empulsion paint to give an even shade including thorough washing with water including as per direction of E/I direction of including cost of all materials, labour, T&P etc requried for proper completion of the work (NSI)
|
|
Contract Value:
7.41 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
JAY SHREE ENTERPRISES
|
View Tender Results
|
|
|
|
60.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10028587
Tender for Labour For Taking Out Old Soling Edging Including Removing Debris , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Supplying And Laying Polythene Sheet (150Gm / Sq.M.) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. , Ordinary Cement Concrete (Mix 1:1.5:3) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. (I) Pakur Variety , Gst 18% (Cgst9% + Sgst9%) , Welfare Cess 1%
|
|
Contract Value:
2.82 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
SRISHTI ENTERPRISE
|
View Tender Results
|
|
|
|
61.
Local Self Government Department
|
Kerala
|
|
|
BRR:10028433
Tender for Annual Plan-Jp Pta 2025-26 Proj No : 206/26--Kudivella Padhathi At Puramattom Govt Vhss-General Civil Work-1 Well maintenance 1.001 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar 1.002 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. 1.003 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 1.004 OD300964/2025-2026:Man required for cleaning debris and removing mud from well 1.005 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 1.006 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil 1.007 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 1.008 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining 1.009 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 1.01 OD301989/2025-2026:Erecting and fixing precast concrete ring for well including all labour charges etc complete as per the direction of departmental officers at site 1.011 OD302016/2025-2026:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the gap between well and concrete ring, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge 1.012 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1.013 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 1.014 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 1.015 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing 1.016 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1.017 14.1.2:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:Cement mortar 1:4 ( 1 cement: 4 coarse sand) 1.018 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 1.019 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 1.02 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 1.021 OD302282/2025-2026:Surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil. 1.022 OD302342/2025-2026:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. 1.023 OD302325/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site 1.024 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1.025 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 1.026 30.2.58:Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents Weight grams/sqm. 510 (+/- 8%) in width of 60 cm. with bamboo of 90 cm. length and 18-20 girth. The bamboo should be painted with green colour paint of approved brand and manufacture two or more coats and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at equal distance of three places in each bamboo complete and as per direction of Engineer-in-charge. 2 Plumping System 2.001 OD302630/2025-2026:Supplying and fixing 1.5 HP submersible pump and motor with starter and all other necesary electrical connections for fixing the motor and all fitting charges 2.002 OD300149/2025-2026:Supply and Providing KANFLEX HOSE 25MM including all labour charges etc complete 2.003 OD300185/2025-2026:Supply and fitting 32 mm Non Return valve using required bolt and nut and flange etc 2.004 OD300262/2025-2026:Supply conveyance and providing nylon rope for hanging sub-pump set 2.005 50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 2.006 50.18.9.16.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall 2.007 50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 2.008 50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall 2.009 50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 2.01 18.33.1:Constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement:4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5 2.011 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore 2.012 OD302424/2025-2026:Providing and fixing PVC rigid fitting / accessories for PVC pipes, including jointing with PVC solvent cement-50 mm dia Socket /coupling 2.013 OD302430/2025-2026:Providing and fixing PVC rigid fitting / accessories for PVC pipes, including jointing with PVC solvent cement-32 mm dia Socket /coupling 2.014 OD302448/2025-2026:Providing and fixing PVC rigid fitting / accessories for PVC pipes, including jointing with PVC solvent cement-25 mm dia Socket /coupling 2.015 18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore 2.016 OD303353/2025-2026:Providing and fixing Granite name board of size 120 x 60 cm as per the direction of Engineer in charge
|
|
Contract Value:
5.28 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
O.M MATHEW
|
View Tender Results
|
|
|
|
62.
Local Self Government Department
|
Kerala
|
|
|
BRR:10028362
Tender for Annual Plan-2025 - 26 Paippad Gp-164/26 Kannanattukulam Maintenance 2Nd Stage-General Civil Work--1 maintenance 1.001 OD321660/2025-2026:Bailing out waterbusing pump above 20HP and upto 30HP Bailing out water with engine and pump set above 25 HP and up to 30HP including conveyance to site anderrection , cost of fuel lubrication oil and other stores pay of staff etc complete 1.002 OD321247/2025-2026:Removing water weeds such as floating grass, other like substances etc by rooting out amall trees and all other debris using ambhibious excavator where ever necessary including conveying the debris from the site and disposing the same with contractors on risk of choice etc complete and disposing the same suitably without causing any harm to the environment s per the direction of deptl officers at site 1.003 OD321692/2025-2026:Earth work in excavation for removal of silt by mechanical means using sophisticated equipments like amphibions excavator or any equivalent mechanical equipment with necessary acessories like tranport barges mechanical boats etc as appropriate and disposal of excavated erth with in 50m leadas directed by engineer in charge. the rate shall include disposal of excavated earth /clay temporary storageof all materials on banks or other suiitable locations by means of loader , / tipper etc thebrate shall include all the charges of labour, equipment , conveyance etc 1.004 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 1.005 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1.006 OD322181/2025-2026:Steel work for purlin/single section with G P square section including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 1.007 OD321982/2025-2026:Supplying and fixing Nylon link fabric fencing of required width in mesh size 50x50mm including strenthening with 2.5mm dia wire or nuts , bolts and washers as required complete as per engineer in charge materials 1.008 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar 1.009 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 1.01 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 1.011 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
|
|
Contract Value:
8.33 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
ANU A
|
View Tender Results
|
|
|
|
63.
Rural Works Department
|
Odisha
|
|
|
BRR:10028080
Tender For Special Repair To S.I.Qr.At Suliapada P.S.-Removing old lime or cement plaster from walls including racking out joints12mm deep and removing debric 50mt. lead from working area etc. 2 16 mm thick cement plaster ( 1:6 ) over brick work with cost, carriage royalty etc. complete.(A/R - 2006 Pg-105/14) 3 6 mm thick cement plaster ( 1:4 ) to R.C.C.surface finishing smooth including closed deep chipping and slury treatment etc 4 Finishing wall surface of walls with Acrylic wall putty (Water based ) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T&P etc complete. 5 Wall painting 2 coats with plastic emulsion paint of approved shade on new work over a coat of primer to give an even shade including cost of paint , primer etc. (For 10 Sqm.) 6 Painting One coats on iron work over a coat a primer including cost, lead etc. of all materials etc complete. 7 Earth work in excavation of foundation in hard soil including dressing levelling the bed etc. complete. 8 Filling foundation and plinth with sand well watered and rammed with cost carriage royalty etc. etc. 9 C.C. (1:2:4) with 12 mm size h.g. c.b. chips with cost carriage royalty of all materials etc.complete. 10 Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018 11 Earth work in hard soil with 5 extra lead over 50 m initial lead and 1.5 mt. initial lift including rough dressing and breaking clods to max. 5 to 7 cm. in size laying in layers not exceeding 30cm. in depth etc. Please Enable Macros to View BoQ information
|
|
Contract Value:
3.56 Lakhs
|
Contract Date:
30-Jan-2026
|
Contractor Name:
PRAKASH BEHERA
|
View Tender Results
|
|
|
|
64.
Municipal Adminitration And Water Supply Department
|
Tamil Nadu
|
|
|
BRR:10027539
Tender for Earth Work Excavation And Depositing On Bank With Initial Lead Of 10 M And Lift Of 2 M In Narrow Trenches For Laying Of Pipes For Water Supply In The Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram Gravel, Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil. , Supplying Hdpe Pipes And Spls Including All Cost And Conveyance And Labour Charges Etc Complete As Per Std Specification , 110 Mm Pn 6 Hdpe Pipe , 110Mm Hdpe Tee , 110Mm Hdpe Bend , 110Mm Hdpe Endcap , 110Mm Hdpe Stepend , Lowering Hdpe Pipes To Trench And Laying To Proper Grade And Alignment Jointing With Hdpe Couplers With Cement Paste , Testing Of Hdpe Pipes With Hydraulic Testing Equipment By Filling With Water And Testing To Recommended Pressure In Convenient Stretches And Attending The Bursts If Any Occurred During The Test , Replacement Of Damaged Portion Of Existing Under Ground Drainage (The Rate Including The Cost Of Pvc Pipe & Spls, Labour Cost) , Jointing Hdpe Pipes And Specials By Butt Fusion Welding / Electro Fusion Welding Joints Using Fusion Equipment As Per Iso 21307-2011 And As Per Is 7634 (Part-2) : 2012 Including Cost Of Hire Charges For Butt Fusion Equipment Power Supply Arrangements Etc., Complete As Per Directed By Twad Board Officers. , Labour Charges For Linking Arrangements. , Refilling The Trench With Excavated Earth Including All Cost And Labour Charges Etc Complete 25Mm 3Way Ball Valve
|
|
Contract Value:
17.45 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
SANKARANARAYANAN SELVAM
|
View Tender Results
|
|
|
|
65.
Gwalior Municipal Corporation
|
Madhya Pradesh
|
|
|
BRR:10027065
Tender for Earth Work In Excavation For Foundation Trenches For Pipes/Cables Or Drains Etc. By Mechanical Means/Manual Means (Exceedind 30Cm In Depth) Including Ramming Of Bottom, Dressing Of Sides, Disposal Of Excavated Earth Including Of All Lift And Lead Upto 50M Disposal Earth To Be Levelled And Neatly Dressed All Kinds Of Soil , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level Cement Concrete Grade M-7.5 (Nominal Mix) With 40 Mm Maximum Size Of Stone Aggregate , Demolishing Stone Masonary Manually/By Mechanic Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50Meters Lead As Per Direction Of Engineer-In-Charge In Cement Mortar , Random Rubble Masonry With Hard Stone In Foundation And Plinth With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand , Providing And Laying In Position Grade Of Reinforced Cement Concrete Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement - All Work Up To Plinth Level : Cement Concrete Grade M-20 (Nominal Mix) With 20 Mm Maximum Size Of Stone Aggregate , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns Pillars, Piers, Abutments, Posts And Struts Ets.Above Plinth Level And Up To Floor Two Level Excluding Cost Of Centering Shuttering And Reinforcement Etc. Cement Concrete Grade M-20 ( Nominal Mix) With 20 Mm Maximum Size Of Stone Aggregate Etc. , Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting Bending, Placing In Position And Binding Upto Floor Level Including Cost Of Binding Wire, Wastage Andover Laps Upto 12Mm Horizontal/ Inclined Position Of Reinforcement Bars In Slaband Beams, Plinth, Chajjas, Laps, Upto 4.5M Vertical Length Of Reinforcementin Wall Columns (Over Laps Shall Be Provided As Per Requirement Of Is : 13920; Is 456 & Sp :34) Etc. Complete Mild Steel And Medium Tensile Steel Bars 25.2*1*7850/100 = 1978.2 Kg , Brick Work With Chimeny Brick Of Class Designation 40 In Superstructure Above Plinth Leevel Upto Floor 2 Level Including The Cost Of Scaffolding In : Cement Mortar 1:6(1 Cement : 6 Coarse Sand) , 12 Mm Cement Plaster Of Mix : 1:6 (1Cement: 6 Sand) For Stone Wall , For Brick Wall , Structural Steel Work Rivetev, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete: , Distempering With 1St Quality Distemper (Ready Mixed) Of Approved Manufacturer, Of Required Shade And Colour, As Per Manufacturer,S Specification. Two Or More Coats On New Work. , Centering And Shuttering Including Strutting, Propping Stretching Etc. Complete For And Removal Of From Work By Sheet Plate Or Ply Wood Shuttering For : Foundations, Footings Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Stretching Etc. Complete For And Removal Of From Work By Sheet Plate Or Ply Wood Shuttering For : Lintels, Beams, Plinth Beams, Girders,Bressumers And Cantilevers. , Centering And Shuttering Including Strutting, Propping Stretching Etc. Complete For And Removal Of From Work By Sheet Plate Or Ply Wood Shuttering For : Columns, Pillars, Piers, Abutments, Posts And Struts.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
66.
Water Resources Department
|
Punjab
|
|
|
BRR:10025160
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , First Class Brick Masonary 229 Mm Thick Laid In Cement Sand Mortar 1.6 In Foundation And Plinth Including Supply Recarriage Of Bricks Cement. , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Reinforced Cement Concrete 1:2:4 Hand Mixed But Including Steel Reinforcement , Cement Conc.1:2:4 Including Supply, Carriage & With Stone Ballast Or Shingle , Cement Concrete 1:4:8 With Brick Ballast 40Mm Gauge , Wrought Iron And Mild Steel Ladders, Framed Grills, Grating Etc. Complete Fixed In Position In D-Tank , Providing & Fixing M.S. Foot Rests Made Of 23X25 Mm Square Bar Including Fixing In Haudis Complete With Cement Concrete 1:2:4 , Providing And Fixing Of Alfa Valve Fitted On Riser Pipe To Act As Nakka (D Regulators) , Centreing & Shuttering For Concerte Faces , Providing & Fixing Of Steel Shutter Gate Assembly In Main Pipeline Complete In All Respect , Dismantling Of Brick Work In Cement , Plain Cement Concrete 1:3:6 Nominal Mix In Foundation With Crushed Stone Aggregate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
67.
Haryana Dairy Development Cooperative Federation Limited
|
Haryana
|
|
|
BRR:10025084
Tender For Construction/Fabrication Of Vita Milk Parlour At Rohtak , 4.4.1Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. , 4.14.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 10.100.2Cement Concrete 1:8:16 With Stone Aggregate 40 Mm Size In Foundation And Plinth. , 7.21.1Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement: 4 Coarse Sand) , 7.22.2Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 10.5 In Superstructure Above Plinth Level Up To Floor Iv Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 4 Coarse Sand) , 11.5.312 Mm Cement Plaster Of Mix : 1 :4 (1 Cement: 4 Fine Sand) , 10.73Providing And Fixing Ceramic & Glazed Tiles/ Vitrified Tiles/ Of Any Size Of Sqm Approved Make In Floors / Dados, Laid In Any Pattern As Specified Over Base Of 3 Mm Thick Adhesive Of Reputed Brands As Per Is Specification 15477-2004 Using 5 Kg. Adhesive Area Of Tiles And Jointed With White Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Excluding Cost Of Tiles. , 10.70Extra For Grouting Joints Of Floor Tiles Using Epoxy Grout Mix , 12.160.1Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315, Having Brand Logo Embossed On The Body / Plate With Double Spring Mechanism And Door Weight Up To 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness , 7.28.1Half Brick Masonry With Common Burnt Clay Non-Modular Bricks Of Class Designation 10.5 In Superstructure Above Plinth Level Up To Floor Iv Level , 8.32Designing, Fabricating, Testing, Installing And Fixing In Position Curtain Wall With Aluminium Composite Panel Cladding, With Open Grooves For Linear As Well As Curvilinear Portions Of The Building , For All Heights And All Levels Etc. Including: (A) Structural Analysis & Design And Preparation Of Shop Drawings For Pressure Equalisation Or Rain Screen Principle As Required, Proper Drainage Of Water To Make It Watertight Including Checking Of All The Structural And Functional Design. Providing, Fabricating And Supplying And Fixing Panels Of Aluminium Composite Panel Cladding In Pan Shape In Metallic Colour Of Approved Shades Made Out Of 4Mm Thick Aluminium Composite Panel Material Consisting Of 3Mm Thick Fr Grade Mineral Core Sandwiched Between Two Aluminium Sheets (Each 0.5Mm Thick). The Aluminium Composite Panel Cladding Sheet Shall Be Coil Coated, With Kynar 500 Based Pvdf / Lumiflon Based F Luoropolymer Resin Coating Of Approved Colour And Shade On Face # 1 And Polymer (Service) Coating On Face # 2 As Specified Using Stainless Steel Screws, Nuts, Bolts, Washers, Cleats, Weather Silicone Sealant, Backer Rods Etc. Unit (C) The Fastening Brackets Of Aluminium Alloy 6005 T5 / Ms With Hot Dip Sqm Galvanised With Serrations And Serrated Washers To Arrest The Wind Load Movement, Fasteners, Ss 316 Pins And Anchor Bolts Of Approved Make In Ss 316, Nylon Separators To Prevent Bi-Metallic Contacts All Complete Required To Perform As Per Specification And Drawing The Item Includes Cost Of All Material & Labour Component, The Cost Of All Mock Ups At Site, Cost Of All Samples Of The Individual Components For Testing In An Approved Laboratory, Field Tests On The Assembled Working Curtain Wall With Aluminium Composite Panel Cladding, Cleaning And Protection Of The Curtain Wall With Aluminium Composite Panel Cladding Till The Handing Over Of The Building For Occupation. Base Frame Work For Acp Cladding Is Payable Under The Relevant Aluminium Items. The Contractor Shall Provide Curtain Wall With Aluminium Composite Panel Cladding, Having All The Performance Characteristics All Complete , As Per The Architectural Drawings, As Per Item , As Specified, As Per The Approved Shop Drawings And As Directed By The Engineer-In-Charge. However, For The Purpose Of Payment, Only The Actual Area On The External Face Of The Curtain Wall With Aluminium Composite Panel Cladding (Including Width Of Groove) Shall Be Measured In Sqm Up To Two Decimal Places , 9.31Providing And Fixing Hi, Rib Profiled Sheets 0.60Mm Tt (Total Thickness) Sqm (Only± 0.2Mm Tolerance Allowed) Hi Tensile Galvalume/Zincalume Steel Sheet Of The Approved Make Having A Hot Dip Metallic Zinc-Aluminium Alloy (Az-150) Coating Of Minimum (150 Gms/Sqm) With 550 Mpa Yield Strength Of Approved Blue Colour (Ral-5012) The Colour Coating Shall Be As Per Is 15965 Of Smp Or Super Durable Polyester Paint Xrw Fixed With Hex Head Self-Drilling Screw Sloping Roof Without Curvature As Per Approved Specification, Drawing And Design. , 12.177.1Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . With Toughened Glass Panes Of 6 Mm Thickness , Nsproviding And Fixing Acrylic Letter Without Module Led Size 12 Height Inclusive The Cost Of Fitting And Wiring Complete In All Respect As Per The Direction Of Engineer-In-Charge. , 12.88Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 356 4, Embossed On The Body, Door Weight Up To 35 Kg And Door Width Up To 700 Mm), With Necessary Accessories And Screws Etc. Complete. , 13.29.2Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. , 9.34.2Flashing/Apron , 9.34.6Gutter , 11.73.1Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per Manufacturers Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc. Complete. On Steel Work , 22.2.1Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm Dia Cp Brass Single Hole Basin Mixer Of Approved Quality And Make, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:- White Vitreous Chinaware Wash Basin Size 550X400 Mm With A 15 Mm Cp Brass Single Hole Basin Mixer , 22.5Providing And Fixing White Vitreous Chinaware Pedestal For Wash Basin Completely Recessed At The Back For The Reception Of Pipes And Fittings. , 22.10.2.1Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is:13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink Without Drain Board 610X510 Mm Bowl Depth 200 Mm , 22.14.1.2Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Semi Rigid Pipe, 40 Mm Dia , 22.17.2Providing And Fixing 40Mm I/D Chromium Plated Trap With Chromium Plated Pipe To Wall With Walflange Completed For Use With Sinks , 22.20.2Providing And Fixing In Position C.I. Plain Nahani Trap Conforming To I.S.I. Specifications And Of Self Cleaning Design With C.P. Brass Hinged Grating With Frame Complete, With 75 Mm Internal Diameter Outlet , 22.108.1Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 , 22.86.3Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot And Cold Water Supply, Including All Cpvc Plain And Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 25 Mm Nominal Outer Dia Pipes , 22.85.3Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. 25 Mm Nominal Outer Dia Pipes , 22.86.2Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot And Cold Water Supply, Including All Cpvc Plain And Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 20 Mm Nominal Outer Dia Pipes , 22.104.1Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 15 Mm Nominal Bore Ea , 22.101.2.2Providing And Fixing Unplasticised Pvc Connection Pipe With Brass Unions : 45 Cm Length 20 Mm Nominal Bore , 22.105.1Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore , 22.109Providing And Fixing C.P. Brass Extension Nipple (Size 15Mmx50Mm) Of Approved Make And Quality As Per Direction Of Engineer-In-Charge. , 22.117Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. , 22.173.1Constructing Masonry Chamber 30X30X50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay Non-Modular Bricks Of Class Designation 7.5 , 22.181Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And S , 22.222.1.2Providing And Fixing In Position Singel Socket Swr Upvc Soil Waste Or Antisyphonage Pipes As Per Is 13592 Of E.D.C Manufacture Or Of Any Other Reputed Firm Including Cutting, Jointing, Wastage, But Excluding Cost Of Jointing. 1.1 Single Socket Type A 110Mm O/D Swr Upvc Pipe Lines Laid Complete , 22.222.1.4Providing And Fixing In Position Singel Socket Swr Upvc Soil Waste Or Antisyphonage Pipes As Per Is 13592 Of E.D.C Manufacture Or Of Any Other Reputed Firm Including Cutting, Jointing, Wastage, But Excluding Cost Of Jointing. 1.1 Single Socket Type A 75 Mm O/D Swr Upvc Pipe Lines Laid Complete , 9.57.3Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. 150 Mm Diameter , 9.58.5.1Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Bend 87.5° 75 Mm Bend , 9.58.5.2Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Bend 87.5° 110 Mm Bend , 9.58.5.3Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Bend 87.5° 150 Mm Bend , 9.58.3.2Single Tee With Door 110X110X110 Mm , 9.58.2.2Single Push Fit Coupler 110 Mm , 9.58.2.1Single Push Fit Coupler 75 Mm , 13.41Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories And Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.) , 6.14.1Providing And Laying In Position Cement Concrete Of Specifiedgrade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 1 : 1 ½: 3 , 12.73.1Butt Hinges , 12.75.2Ss Handles , 26.2Good Earth , 10.1.1Providing And Laying Of Base Course Of Floors Consisting Of 100 Mm Thick Sqm Cement 1 :8: 16 And 100 Mm Sand Or Stone Filling. , 9.32.2Providing & Fixing Uv Stabilised Fibreglass Reinforced Plastic Sheet Roofing Up To Any Pitch, Including Fixing With Polymer Coated J Or L Hooks, Bolts & Nuts 8Mm Dia. G.I Plain/Bitumen Washers Complete But Excluding The Cost Of Purlins, Rafters, Trusses Etc. The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs Incorporating Minimum 0.3% Ultra-Violet Stabiliser In Resin System Under Approximately 2400 Psi And Hot Cured. They Shall Be Of Uniform Pigmentation And Thickness Without Air Pockets And Shall Conform To Is 10192 And Is 12866.The Sheets Shall Be Opaque Or Translucent, Clear Or Pigmented, Textured Or Smooth As Specified. 2 Mm Thick Flat , 23.22.1.9Supply And Erection Of Modular Case Circuit Breaker Single Pole/4 Pole On Existing Wall/Pedestal/Panel Including Bounding To Earth And Making Necessary Connections Required To Complete The Job In All Respect Up To The Entire Satisfaction Of The Engineer-In-Charge Of The Work. 4 Pole Mccb 6 Annual Periodical Maintenance To 100 Annual Periodical Maintenance , 25 Ka , 23.22.2.1Mccb Enclosure Made Of Sheet Steel Suitable For Mounting Mccb Of Following Ratings Mccb Up To 125 A Fp , 23.22.4.9Supply And Erection Of Double Door Sheet Steel Enclosure Distribution Board Suitable For Mcbs And Elcbs Etc. Recessed In Wall Including Bonding To Earth With All Labour And Material Required To Complete The Job In All Respect Up To The Entire Satisfaction Of The Engineer-In-Charge Of The Work. Vertical Tpn Db Double Door 4 Way ( 8 Incoming 3Phase*12 Outgoing) , 23.22.5.4Supply And Erection Of Miniature Circuit Breaker 240/415 V In The Existing Distribution Board Including Making Necessary Connections:- 40 Annual Periodical Maintenance To 63 Amp. Mcbs Double Pole , 23.22.5.1Supply And Erection Of Miniature Circuit Breaker 240/415 V In The Existing Distribution Board Including Making Necessary Connections:- 6 Amp. To 32 Annual Periodical Maintenance Single Pole , 24.1.3Earthing With Tinned Gi Earth Plate 600Mmx600Mmx6Mm Thick Including Accessories And Providing Masonry Enclosures With Cover Plate Having Locking Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) Etc. Complete As Required. , 24.1.5Extra For Charcoal Or Coke And Salt For G. I. Plate Or Copper Plate Earth Electrode. , 24.1.7Providing And Fixing 25 Mm X 5Mm Copper Strip On Surface Or In Recess For Connections Etc. As Required With All Labour And Material. , 23.5.3Wiring Only In Existing Conduit And Ms Box For Light/Fan/Call Bell Point In 1.5 Sqmm Frls Pvc Insulated Copper Conductor Cable , Without Separate , 23.5.5Wiring In Existing Conduit System For 3-Pin 15Amp. Plug Point By Using 2 No 4 Sqmm Frls Copper Wire And 1 No 4 Sqmm Frls Copper Wire For Earthling, Including Providing 1 No 15/16 Annual Periodical Maintenance 3/6 Pin Socket And 1 No 15/16 Annual Periodical Maintenance Switch Etc Complete As Required , 23.5.6.2Wiring Main And Sub Mains In Two Single Core For Phase And Neutral Wire And One Single Core For Earth Wire Pvc Insulated Copper Conductor Cable 1100 Volts Grade In Existing Ms/Pvc Conduit Etc As Required. 1 Run Of Size 2.50 Sqmm(1.1.80Mm) , 23.5.6.1Wiring Main And Sub Mains In Two Single Core For Phase And Neutral Wire And One Single Core For Earth Wire Pvc Insulated Copper Conductor Cable 1100 Volts Grade In Existing Ms/Pvc Conduit Etc As Required. 1 Run Of Size 1.50 Sqmm(1.1.80Mm) , 23.5.6.3Wiring Main And Sub Mains In Two Single Core For Phase And Neutral Wire And One Single Core For Earth Wire Pvc Insulated Copper Conductor Cable 1100 Volts Grade In Existing Ms/Pvc Conduit Etc As Required. 1 Run Of Size 4 Sqmm(1.1.80Mm) , 23.5.6.4Wiring Main And Sub Mains In Two Single Core For Phase And Neutral Wire And One Single Core For Earth Wire Pvc Insulated Copper Conductor Cable 1100 Volts Grade In Existing Ms/Pvc Conduit Etc As Required. 1 Run Of Size 6 Sqmm(1.1.80Mm) , 23.7.6.2Supply And Erection Of Pvc Conduit Isi Marked (Medium) Recessed In Walvceiling Etc. Including The Cost Of Pvc Bends, Inspection Boxes, Iron Hooks And Cement Concrete Etc. Complete In All Respect Up To The Entire Satisfaction Of Engineer-In-Charge Of Work. Pvc Pipe Of 25 Mm Dia. , 23.7.6.4Supply And Erection Of Pvc Conduit Isi Marked (Medium) Recessed In Walvceiling Etc. Including The Cost Of Pvc Bends, Inspection Boxes, Iron Hooks And Cement Concrete Etc. Complete In All Respect Up To The Entire Satisfaction Of Engineer-In-Charge Of Work. Pvc Pipe Of 40 Mm Dia. , 23.8.11.1Providing And Fixing Modular Type Accessories Of Approved Make In Existing Box Including Fixing And Making Necessary Connections, Complete In All Respect. 5 Annual Periodical Maintenance 1 Way Switch , 23.8.11.315 Annual Periodical Maintenance 1 Way Switch , 23.8.11.45 Annual Periodical Maintenance Socket , 23.8.11.515 Annual Periodical Maintenance 6 Pin Socket , 23.8.11.7Step Type Fan Regulator 2 Modules 300 Watt , 23.8.11.10Blanking Plate , 23.8.1.5Ceiling Rose Flush/Surface Type , 23.8.10.3Providing And Fixing Gi Concealed Sheet Metal Boxes With Inner And Outer Face Plate Including Concealing The Box In Wall And Fixing In Position With Inner Plate And Face Plate With All Labour And Material Required For The Job Complete In All Respects. 4 Modules , 23.8.10.4Providing And Fixing Gi Concealed Sheet Metal Boxes With Inner And Outer Face Plate Including Concealing The Box In Wall And Fixing In Position With Inner Plate And Face Plate With All Labour And Material Required For The Job Complete In All Respects. 6 Modules , 23.8.10.5Providing And Fixing Gi Concealed Sheet Metal Boxes With Inner And Outer Face Plate Including Concealing The Box In Wall And Fixing In Position With Inner Plate And Face Plate With All Labour And Material Required For The Job Complete In All Respects. 8 Modules , 23.8.10.6Providing And Fixing Gi Concealed Sheet Metal Boxes With Inner And Outer Face Plate Including Concealing The Box In Wall And Fixing In Position With Inner Plate And Face Plate With All Labour And Material Required For The Job Complete In All Respects. 12 Modules , 23.8.10.2Providing And Fixing Gi Concealed Sheet Metal Boxes With Inner And Outer Face Plate Including Concealing The Box In Wall And Fixing In Position With Inner Plate And Face Plate With All Labour And Material Required For The Job Complete In All Respects. 3 Modules , 23.8.4Supply And Erection Of 10.5 Cm Dia M.S.Fan Box Including 8 Mm Dia 30 Cm Long M.S. Road Made Into Suitable Suspension Hook And Erected In Reinforced Cement Concrete Slab For The Erection Of Fan Complete With All Labour And Material Required To Complete The Job. , 20.72Supplying, Errection, Testing Of Exhaust Fan (As Per Is Code 374) Having A Capacity Of 45 Cubic Metre Per Minute Complete With Suitable G.I Sheet Ducting In Structure Confirming To Latest Is Specifications Complete In All Respect To Satisfaction Of Engineer-In-Charge. , Nsproviding And Fixing Of Cob Lights 15W Of Make Hilips, Havells, Wipro, Crompton Or Equivalent Reputed Brand As Approved By Engineer-In-Charge. , 24.14.23Providing& Erection/ Laying Of Pvc/ Xlpe Insulated Underground Aluminium Conductor Underground Cable Onsurface/ Existing Cable Tray Complete In All Respect With Necessary Connection Upto The Entire Satisfaction Of Engineer In Charge Of The Work 16 Sq Mm 4 Core (Unarm.) , 23.23.7.1Supply And Erection Of Cable Tray Cover Made Of 1.25 Mm Thick Gi Sheet As Required Including Erection Of The Same On Existing Cable Tray With Necessary Fixture And Other Material Required To Complete The Job In All Respect Up To The Entire Satisfaction Of Engineer-In Charge Of The Work.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
68.
Irrigation And Flood Control Department
|
Jammu And Kashmir
|
|
|
BRR:10024485
Tender for Slip Clearance In Ordinary Soils Disposal Lead Upto 50M And Lifts Upto 1.5M. , In Soils, Mixed With Moorum/Kankar/Shingle /Bolders; Disposal Lead Upto 50M And Lift Upto 1.5M , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees Andsaplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level Andremoval Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. , Removing Of Trees Form Canal Of The Girth ( Measured At A Height Of 1M Above Ground Level) Level Includig Cutting Of Truck And Branches , Removing The Roots And Stacking Of Serviceable Material And Disposal Of Undserviceable Material.Beyond 30Cm Girth Upto And Including 60Cm Girth.Beyond , Beyond 60 Cm Girth Upto And Including 120 Cm Girth , Beyond 120 Cm Girth Upto And Including 240 Cm Girth , Above 240 Cm Girth , Removal Of Dead Animals And Disposal At Place Far Off From The Locality As Per The Direction Of Engineer In Charge. , Supply Of Labour For Engagement As Per The Requirement , Deployment Of Jcb Machine Including Pol Charges And Operator Charges For Various Emergent Works Including Removal Of Encroachments. , Silt Clearance From Canals Including All Lifts And Leads (50% Dry+50% Wet) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipe, Cable Etc.(Not Exceeding 1.5M In Width ) And For Shafts, Wells, Cesspit And The Like Not Exceeding 10Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5M Including Getting Out Excavated Earth As Directed Within A Lead Of 50M Directed By Engineer -I-N Charge All Kinds Of Soil , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Demolish Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50Meters Lead A Sper Direction Fo Engineer -Incharage :1:3:6 Or Richer Mex(I/C Equivalent Design Mix) , Demolish Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50Meters Lead A Sper Direction Fo Engineer -Incharage 1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Supply/Filling Of Ec Bags With Earth Including Cost Of Sewing And Strings Supply Of Earth Including Carriage Avg Distance 3Km By Mt For Filling Of Rc Bags Loading/Uploading And Placing Of Earth Empty Cement Bags In Position At Site ( Complete Job). , Repairs To Plaster Of Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sq. Meters And Under, Including Cutting The Patch In Proper Shape Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 Meters Lead (With Cement Mortar 1:4 (1 Cement : 4 Fine Sand)) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6( 1 Cment : 3 Coarse Sand : 6 Graded Stone Agregae 20Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts,Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etc Upto Floor V Level, Including Curing But Excluding The Cost Of Centering, Shuttering And Finishing With. 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. , Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. , Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Shelves (Cast-In-Situ) , Lintel, Beams, Plinth Beams, Girders, Bress-Umers And Cantilevers. , Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide , Above 20 Cm Wide , Columns, Piers, Abutments, Pillars, Posts And Struts , Supplying And Stacking At Site.Good Earth , Murom , Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) As Per Standard Design. In 75X75 Mm Deep Chase. , Removal Of Unhygienic Materials (So Classified By The Site Engineer) From Designated Sites And Its Disposal As Per Directions, All Inclusive. , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. , Dry Stone Pitching ( Any Thickness ) Excluding Cost Of Sotnes 1. On Horizontal , On Slopes , Supply Of Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max. Size Of Aggregates; 20Mm Nominal) @ 6.00 Cum Per 100 Sq M On Horizontal/Side Slopes; Complete Including Curing. , Renewing Glass Panes, With Wooden Fillets Wherever Necessary: 14.7.1 Float Glass Panes Of Thickness 4.0 Mm (Weight Not Less Than 10Kg/Sqm) , Providing And Fixing Fly Proof Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions All Complete. , Cement Concrete Flooring 1:2:4 (1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete.1. 25Mm Thick With 12.5 Mm Nominal Size Stone Aggregate. , 40Mm Thick With 20Mm Nominal Size Stone Aggregate. , 50Mm Thick With 20Mm Nominal Size Stone Aggregate. , Dumping Stone Excluding Cost Of Stones. In Horizontal On Level , On Slopes ( Behind Pitching) , Steel Work Welded I Built Up Sections/Framed Work, Including Cutting, Hoisting , Fixing In Position , And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc As Required. In Gratings , Frames Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , Disposal Of Mulba/ Dismantled Material And Other Materials For An Avg. Distance Of 5Km By Mt And 50M By Hl , Providing And Laying Non Pressure Np2 Class ( Light Duty)Rcc Pipes With Collar Jointed With Stiff Mizture Of Cement Mortor In The Proporation Of 1:2 (1 Cement :2 Fine Sand ) Including Testing Of Joints Et Complete.1) 300 Mm Dia Reinforced Cement Concrete Pipe , 600Mm Dia Reinforced Cement Concrete Pipe , 900Mm Dia Reinforced Cement Concrete Pipe , Carriage Of Materials Avg. Distance 5Km By Mt Earth , Sand & Aggregates Avg Distance 5Km By Mt , Soling Stone , Structural Steel Work In Built Up Sections,Truseses And Framed Works, Including Cutting,Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. ( Welded )
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
69.
Public Works Department
|
Jammu And Kashmir
|
|
|
BRR:10024471
Tender For Mir Mohalla Kuchay Mohalla At Negoo.-1.01 Road Work 1.02 Providing And Laying Of Khak Bajri/Nallah Mukh Including Spreading, Watering, Ramming, Compacting With Prr Of 8 To 10Tonne Capacity Including Carriage Of The Same From Approved Source Upto Site Of Work All Complete. 2 Supply, Stacking, Laying, Spreading And Compacting Of Graded Stone Aggregate Of (63Mm To 45Mm Size) Wbm G-Ii In Uniform Thickness Including Rolling With Prr 8-10 Capacity In Stages To Proper Grade And Camber Applying And Brooming Requisite Type Of Stone Screenings 13.2Mm Size And Binding Material To Fill Up The Interstices Of Coarse Aggregate Watering Compacting To Required Density (Finished Work Shall Be Paid) With All Leads, Lifts And Carriages As Involved From Source Up To Site Of Work Complete Ligb. 3 Providing And Laying Of 450 Mm Dia Rcc Spun Pipes In Proper Position/ Grade Including Cutting Of Road Surface Upto Required Depth, Providing Requisite Cushion Including Carriage Of All Materials And Pipes Upto Site Of Work Complete. 4 Protection Wall 4.01 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil 5 Providing & Laying Of Dry Stone Soling Tightly Hand Packed Including Watering, Ramming And All Other Carriages, Complett Job 6 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:4:8 (1 Cement: 4 Coarse Sand: 8 Graded Stone Aggregate 40 Mm Nominal Size) 7 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) 8 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 9 Supply And Filling Of Nallah Muck Or Second Class Stones As Filter Media Behind Abuts Etc Including Proper Consolidation And All Other Carriages, Complete Job. 10 Providing And Laying Of 75Mm Dia Pvc Pipes For Weep Holes Incl All Carriage Complete Job. 11 12Mm Cement Plaster Of Mix: 14 (1) Cement: 4 Fine Sand) 12 Carriage Of Materials By Mt From Source To Site Of Work Including Loading Unloading Complete. 12.01 Stone Agg For An Avg. Lead Of 18 Km 12.03 Sand For An Avg Lead Of 21 Km.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
70.
Local Self Government Department
|
Kerala
|
|
|
BRR:10023766
Tender for Annual Plan-Ctmc 92/2025-26 Repairs And Maintenance At Gsmlps Thathamangalam-Ward-24-General Civil Work; 1 building maintenance 1.001 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) 1.002 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete 1.003 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 1.004 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1.005 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 1.006 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 1.007 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.008 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 1.009 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1.01 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. 1.011 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1.012 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 1.013 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
|
|
Contract Value:
3.93 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
AMBAREESH V
|
View Tender Results
|
|
|
|
71.
Department Of Archaeology and Museums
|
Maharashtra
|
|
|
BRR:10023424
Proposed Conservation And Repair Work To Kot Wall In Precinct From Ekmukhi Datta Mandir To Balaji Kot, At.Panchvati, Tq.Dist.Nashik- 1 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.SSR 2022-23Page No.299 Item No.46.42 2 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.SSR 2022-23Page No.298 Item No.46.38 3 G.I sheet (Patra) Partition: As per Instruction erect the vertical poles at a distance of 8 to 10 feet & on that provide the horizontal poles & prepare the square, on that fix the GI sheet (patra) .Provide the opening in patra where required. Instructions:- 1) In this work Excavation in any type of road, soil, loose or hard rock should be done and after the work Excavated pits should be refill. 2) The rate of the above work is for 3 days and because of if any reason days exceed beyond 3 days Rate as perfollowing will be given a) for 4th day to 30 th day- 3% of original rate.PMC(BHAVAN)DSR 2022-23, Item No.2998,AG 65.14 4 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) SSR 2022-23Page No.85 Item No. 12.22 5 Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete.SSR 2022-23 Page No.157 Item No. 21.34 6 Removal of plants / ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel(iso proplamine salt of glyphosate) or other chemical as specified by the Engineer incharge etc. complete.SSR 2022-23 Page No.301 Item No. 46.58 7 Specialised Stone cleaning to remove oil or emulsion paint,stains or dark patches,layers of impervious coatings,cementious layers,rust stains from surface of stone with chemicals ,thinners,solvents or soft teepol type soap solution or by pressure jet machine (As specified by consulting architect),A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured.it may include usage of mechanical tapping ,chemical surfactant or solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy of technique prior to work.Removal to be followed by water washing.The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface,colour and textureNON SSR R.A.34 8 Gently cleaning the surface of stone masonary with specialised water misting technique employing air water jet usinga fine nossle sprinkling system calibrated to sprey fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushesand removing dirt,dist,bird dropping,grease,oil,algae,fungus,monkey beats,vegetable growth,etc as specified.gentle surface cleaning using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt,grit accretion by means of water misting and cleaning etc.complete as directed by engineer in chargeBMC -USOR-R3-CS-CH-1,2023 9 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete SSR 2022-23Page No. 297 Item No. 46.19 10 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directedinthe compound including scaffolding etc. complete.S.S.R. 2022 - 23 Page No.235,Item No.38.26 11 Removing wooden or A.C.partition including frame work and stack-ing the materials as with all leads, lifts etc. complete.SSR 2022-23Page No.296 Item No.46.17 12 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete S.S.R. 2022 - 23 Page No.296,Item No.46.12 13 Removing brick bat coba including stacking the spoils as directed with all leads,lifts etc, complete.SSR 2022-23Page No.296 Item No.46.14 14 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.S.S.R. 2022 - 23 Page No.211,Item No.32.33 15 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc S.S.R. 2022 - 23 Page No.296,Item No.46.09 16 Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal. 17 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc SSR 2022-23Page No.296 Item No.46.11 18 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.SSR 2022-23Page No.297 Item No.46.29 19 Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc.complete.NON SSR R.A No.203 20 Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete .NON SSR R.A No.204 21 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwisespecified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sandshall not be ground fine but sand should be finer, the joints of the pointed work shall be neatlydefined by the pointing, the lines shall be regular and uniform in breadth and the joints shall beraised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple(Belfruit) per cubic metre of lime mortar as a bonding material, watering and all work whenhanded over to be perfectly clean and free from all mortar stains etc. complete Non - S.S.R. Item From Rate Analysis No. 136 of Deapartment Rate Abstract 22 Providing injectiongrouting with aslurryof lime and fine screened sand in proporation of (1 : 1) with a proper jet pump pressure including cleaning and washing and packing the existing crack / holes in the brick or stone masnoryproperly upward with slurry,scaffolding,curing etc. complete and machineries, scaffolding, curing etc. complete.Non S.S.R. 23 Excavation for foundation in earth, soils of all types sand, gravel and soft murum,Including removing the excavated matreial upto a distance of 50 M beyond the building area stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ,ramming, watering Including shoring and strutting etc.complete ( Lift upto 1.50m ) SSR 2022-23Page No.153 Item No. 21.01 24 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. SSR 2022-23Page No.157 Item No. 21.40 25 Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.SSR 2022-23Page No.346 Item No. 50.60 26 Providing and laying cast in situ 1:2:4 Lime Concrete of Trap stone metal for foundation and bedding as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer, bailing out water, watering etc. complete.NON SSR R.A. No. 4 27 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete..(NON SSR R.A No.87) 28 Providing and fixing Stone Paving, SecondSort in lime 1:1/2 mortar, with average size of stone 0.45 m. x 0.60 m. x 0.15m. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.flooring for ghat and parking NON SSR R.A. No.151 29 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45 m. x 0.60 m. x 0.15 m., as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.149 30 Providing Ashlar Rough Tooled Masonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No15 31 Providing Brick Masonry Second Class in superstructure with size of brick9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in suchbond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed12.5 mm. (½″), no bats or half brick to be usedin the work, racking out joints where pointing or plastering tobe done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 119 32 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 60 cm. x 45 cm. x 30 cm. as per detailed specifications and drawings or as directed including the arch stones be of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases of the entire thickness, the arch stones shall be dressed full and true to their proper shapes with the necessary summering, twist or winding and be set in fine mortar, the intrados, joints and beds to fair tooled and left full, the cast or keying course to be accurately fitted, at all horizontal joints the intrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or without chamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of the ring, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be at right angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparing the lime mortar in lime miller, cantering/scaffolding, watering and all archwork when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No125 33 Providing/Re-setting Ashlar Fine Stone Steps of reuse-stones in lime mortar 1:1 as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.62 34 Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone 0.6m. x 0.400 m. x 0.220 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be fine dressed on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.61 35 Providing Semi-circular Coping Cut-stone Second Sort, 22.5 cm. (9″) height and 52.5 cm. (1ꞌ9″) wide of trap / granite stones in lime mortar 1:1½ with size of stone0.60 m. x 0.60m. x 0.200 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stone shall be dressed full or to template, exposed face of the stones shall be fine rough tooled, semi-circular and all joints shall be in line and close and not more than 3 mm. (⅛″) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 59 36 Providing and fixing 50mm diameter and 1.5 mm thick vertical and top Stainless steel hand railing in S.S.304 Grade with Stainless steel square / circular pipe bracing of size 32mm x32mm x1.5 mm in 3 rows including fabricating ,fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete SSR 2022-23Page No.379 Item No. 51.111 37 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.NONSSR206 38 Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. NON S.S.R. R.A.6 39 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical: 12 Part of Turpentine oil), on the existing Basalt stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). 40 Providing12 mm. thick Rough Cast Lime Plaster and 10 mm thick in doublecoat in lime mortar 1:1/2in plinth, as perdetailedspecificationsanddrawingsorasdirectedincludingalljointsinmasonryandbrick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water andthoroughlywettedforsixhoursbeforeplastering,theplastertobeappliedinanevenand uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 jaggary and 640grampulpofwoodapple(Belfruit)in90to135litreofwater,theplasterbeingwetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, watering and allwork when handed over to be perfectly clean and free from all mortar stains etc. complete.NONSSR RA142 41 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.NON SSR 2022 - 23 42 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plainlime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels. .NON SSR 2022 - 23 43 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailingout water, Steel centering formwork, laying/pumping cover blocks, compaction andcuring roughening the surface if special finish is to be provided (Excluding reinforcementand structural steel) etc. complete, with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade)SSR 2022 - 23Page No.178 Item No.25.11 44 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap /granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing oras directed including steel centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness togive a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)SSR 2022 - 23Page No.179 Item No.25.31 45 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, complete.SSR-2022-23 Item.No.26.33 Pg. No.188 46 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt.SSR 2022 - 23Page No.294 Item No.44.10 47 Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. SSR 2022-23Item No. 32.12,Page No.209 48 Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. RCC pardi/ Wall and all type of Interior, Exterior Compound wall and Gate etc. of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, GFRC admixtures, Colour pigments, Fiber up to thick of 230 mm/ 25 mm including scaffolding, fixing of screw, etc. (As directed by Engineer in Charge). S.S.R. 2022 - 23 Page No. 409,Item No.51.192 49 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete SSR 2022 - 23Page No.245 Item No.39.01 50 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete SSR 2022 - 23Page No.246 Item No.39.08 51 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary.SSR 2022 - 23Page No.222 Item No.34.09 52 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 5km. SSR 2023-24STATEMENT C1 PG NO.459 53 Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.SSR 2022-23Page No.359 Item No.51.44 54 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shooting, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. completeNON SSR 55 Book Designing, Publishing and Printing: The work involves printing of a book / guidebook on the fort / monuments and its various aspects, which would provide authentic and precise tourism oriented information. This work involves important photographsof the site, art objects, antiquities, inscriptions etc., which would be useful for educating the masses of the rich cultural heritage of the site, region and state. providing 100 pages coloured books as directed by engineer in charge / ADA Non SSR 56 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment SSR 2022-23Page No.17 Item No.1.41 57 Providing and fixing of retro-reflectorised informatory sign board rectangular /Square in shape having area greater than 0.9 square meter made out of 2mm aluminum sheet bonded withwhite retroreflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive / heat activated adhesive retoreflective specified background, border and backside reto reflctive symbols,letters, numerals, arrowasper IRC:67-2012TableNo8.3, supported with back support frame25mmx25mmx3mm,duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75mmx75mmx6mm,3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level asper approveddrawingTheangle ironpost shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete. The nut bolts of board with angle iron post / supportingstructureafter fixingat sitehas tobeelectrically welded.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have7 yearswrittenwarranty fromthemanufacturerandauthoriseddistributor / convertor issued for field performance including the screen printed areasandcut-out sheetingandcut-out durable transparent overlay film and this warrantySSR 2022 - 23Page No.58 Item No.6.34
|
|
Contract Value:
3.98 Crore
|
Contract Date:
20-Apr-2026
|
Contractor Name:
Savani Heritage Conservation Pvt Ltd
|
View Tender Results
|
|
|
|
72.
Forest Department
|
Kerala
|
|
|
BRR:10022830
Tender for 1. Extension Of Roof : Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc. Including Cutting, Hoisting, Fixing, Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , Providing And Fixing Precoated Galvanised Iron Profile Trafford Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.35 Mm(+0.05%), Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is:277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling/Self Tapping Screws Of Size(5.5X55mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/Vertical Or Curved Surface, Excluding The Coat Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade: Two Or More Coats On New Work , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50M. All Kinds Of Soil , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1:2:4(Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources: 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 2. Drainage And Rain Water Arrangements: Earth Work Excavation B
|
|
Contract Value:
2.66 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
Prasanth P
|
View Tender Results
|
|
|
|
73.
Local Self Government Department
|
Kerala
|
|
|
BRR:10022399
Annual Plan-2025-2026 Oachira Block Panchayath -Pro No. 145/26 Renovation of Manjippuzhakulamin Oachira GP ward-12-General Civil Work-- 1 Manjipuzhakulam Navikaranam 2 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 3 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil 4 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 5 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 6 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) 7 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 8 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 9 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 11 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 12 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work 13 13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work 14 OD265626/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 15 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade 16 9.75.1:Providing and fixing bright finished door latch with necessary screws etc. complete:300x16x5 mm 17 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
|
|
Contract Value:
9.56 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
Jyothi Sarasan
|
View Tender Results
|
|
|
|
74.
Water Resources Department
|
Punjab
|
|
|
BRR:10021545
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
75.
Road And Building Department
|
Jammu And Kashmir
|
|
|
BRR:10019907
Tender for Snow Clearance By Mechanical Means Using Machines As Specified Or Equivalent , Snow Plough 180 Hp (Ashoka Leyland Stallion-2009) , Snow Plough 4 Wd 170-180 Bhp (Unimog) , Snow Plough 4 Wd 90 Bhp (Trucks) , Snow Plough 4 Wd 60 Bhp (Trucks) , Snow Plough 4 Wd 160 Bhp (Trucks) , Snow Cutter Rolba 1500 , Snow Cutter Rolba 3000 , Snow Cat , Snow Blower 4 Wd 690 Bhp 8500 T/Hr (Fresia Spa) , Snow Blower 4 Wd 420-430 Bhp 3500 T/Hr (Supra 4001) , Snow Blower 4 Wd 570 Bhp 5300 T/Hr (Supra 3000) , Snow Blower 4 Wd 420 Bhp 3500 T/Hr (Rolba 1500) , Slip Clearance , In Ordinary Soils Disposal Lead Up To 50M And Lift Up To 1.5M , In Soils Mixed With Moorum/Kankar/Shingle Boulders; Disposal Lead Up To 50M And Lift Up To 1.5M , In Soils Mixed With Decomposed Rocks; By Blasting Or Any Other Means , In Medium Hard Rocks ; By Blasting , In Hard Rocks; By Blasting , Allied Works , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Polygonal /Random Rubble Masonry ,Uncoursed Brought To Courses Laid Dry With Nallah Stone In Foundation & Plinth Excluding Cost Of Through /Bond Stones Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Up To Plinth Level And Curing Complete With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars/Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc.Complete. Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , 600 Mm Dia. Reinforced Cement Concrete Pipe , 1000 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Filling Behind Walls Including Ramming Etc ( Including Cost Of Stones) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Filling Behind Walls Including Ramming Etc ( Excluding Cost Of Stones) , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012, Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D = 100 Mm With Tolerance Of ± 2%), Zinc Coated, Mesh Wire Diameter 3.0 Mm, Mechanically Edged/Selvedged With Partitions At Every 1 M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2 Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge. , Carriage Of Mulba / Earth At An Average Distance Of 01 Km By Mt
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
76.
Road And Building Department
|
Jammu And Kashmir
|
|
|
BRR:10019906
Tender for Snow Clearance By Mechanical Means Using Machines As Specified Or Equivalent , Snow Plough 180 Hp (Ashoka Leyland Stallion-2009) , Snow Plough 4 Wd 170-180 Bhp (Unimog) , Snow Plough 4 Wd 90 Bhp (Trucks) , Snow Plough 4 Wd 60 Bhp (Trucks) , Snow Plough 4 Wd 160 Bhp (Trucks) , Snow Cutter Rolba 1500 , Snow Cutter Rolba 3000 , Snow Cat , Snow Blower 4 Wd 690 Bhp 8500 T/Hr (Fresia Spa) , Snow Blower 4 Wd 420-430 Bhp 3500 T/Hr (Supra 4001) , Snow Blower 4 Wd 570 Bhp 5300 T/Hr (Supra 3000) , Snow Blower 4 Wd 420 Bhp 3500 T/Hr (Rolba 1500) , Slip Clearance , In Ordinary Soils Disposal Lead Up To 50M And Lift Up To 1.5M , In Soils Mixed With Moorum/Kankar/Shingle Boulders; Disposal Lead Up To 50M And Lift Up To 1.5M , In Soils Mixed With Decomposed Rocks; By Blasting Or Any Other Means , In Medium Hard Rocks ; By Blasting , In Hard Rocks; By Blasting , Allied Works , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Polygonal /Random Rubble Masonry ,Uncoursed Brought To Courses Laid Dry With Nallah Stone In Foundation & Plinth Excluding Cost Of Through /Bond Stones Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Up To Plinth Level And Curing Complete With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars/Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc.Complete. Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , 600 Mm Dia. Reinforced Cement Concrete Pipe , 1000 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Filling Behind Walls Including Ramming Etc ( Including Cost Of Stones) Including All Leads ,Lifts,Loading , Unloading ,Carriages Etc , Filling Behind Walls Including Ramming Etc ( Excluding Cost Of Stones) , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012, Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D = 100 Mm With Tolerance Of ± 2%), Zinc Coated, Mesh Wire Diameter 3.0 Mm, Mechanically Edged/Selvedged With Partitions At Every 1 M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2 Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge. , Carriage Of Mulba / Earth At An Average Distance Of 01 Km By Mt
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
77.
Water Resources Department
|
Punjab
|
|
|
BRR:10019785
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
78.
Water Resources Department
|
Punjab
|
|
|
BRR:10019784
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
79.
Water Resources Department
|
Punjab
|
|
|
BRR:10019783
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
80.
Public Works Department
|
Jammu and Kashmir
|
|
|
BRR:10019411
Tender For Balance Work For Masjid Sharief To Head Of Javed Shah Tile Work, Concrete Work, Pvc Pipe Etc. At Ward No. 01 Mc Kishtwar.- 1 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead. For Thickness Of Tiles 10 Mm To 25 Mm 2 Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) 3 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : 4 Providing And Laying Soiling Stone In Horizontal Level Incliding Ramming, Compacting, Watering Complete Job. 5 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) 6 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) 7 Providing And Fixing Pvc Pipe (Working Pressure 4Kg/Cm2)Single Socketed Pipe 200Mm Dia. 8 Providing And Laying Matt Finished Vitrified Tile Of Specified Size Having Water Absorption Less Than 0.5% And Conforming To Is: 15622 Of Approved Make In All Colours And Shades In Outdoor Floors Such As Footpath, Court Yard Multi Models Etc., Laid On 20Mm Thick Base Of Cement Mortar 1:4 (1Cement: 4 Coarse Sand) In All Shapes & Patterns Including Grouting The Joints With White Cement Mixed With Matching Pigments Etc. Complete As Direction Of Engineer-In-Charge. 300X300X9.8 Mm 9 Steel Work Welded In Built Up Sections/Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
81.
Western Coalfields Limited
|
Maharashtra
|
|
|
BRR:10018976
Tender For Monsoon Related Works At Sasti Expansion Ocm Under Sasti Sub Area, Nit No. Wcl-Ba3650-Civ-E114/2025-26/1362 Dt.07.03.2026.- 1 Supplying Empty Cement Bags & Filling With Available Soil/ Ob/ Good Earth Including Stiching Of Bags, Transporting The Filled Bags At Required Places Laying In Layers With All Lead And Lift And Materials And Labours, Tools Plants Required To Complete The Job As Per The Instructions Of The Eic. 2 Cleaning Of Hume Pipes, Box Culvert By Mechanical Means/ Manual Means By Excavating Accumulated Easrth Inside The Hume Pipe And At The Mouth Of Hume Pipes Etc Including Getting Out And Disposal Of Excavated Earth Lead Upto 50M And Lift Upto 1.50M As Directed By The Eic. All Kinds Of Soil 3 Regular Cleaning Work During Monsoon Period And Other Miscellaneouc Civil Works Such As Removal Of Spillover Earth Work On Ctr Road, Cleaning Of Road Side Berms Of Ctr Road. Cutting Of Drain To Drain Off The Water From Road Surface, Cleaning Of Small Drains Etc. As Per Instruction Of Eic. 4 Laying & Placing Rcc Hume Pipe Of 1200 Mm Dia At Different Locations With All Labours As Per Instruction Of The Engineer-In-Charge. ( Labour Rate Only ). 5 Laying & Placing Rcc Hume Pipe Of 900 Mm Dia. At Different Locations With All Labours As Per Instruction Of The Engineer-In-Charge. ( Labour Rate Only ). 6 Laying & Placing Rcc Hume Pipe Of 600 Mm Dia. At Different Locations With All Labours As Per Instruction Of The Engineer-In-Charge. ( Labour Rate Only ). 7 Supplying And Stacking At Site. 63 Mm To 45 Mm Size Stone Aggregate. ( Payment Will Be Made For The Quantity Of Stack After Deduction Of 7.50% For Voids.) 8 Supplying And Stacking At Site. 53 Mm To 22.4 Mm Size Stone Aggregate.( Payment Will Be Made For The Quantity Of Stack After Deduction Of 7.50% For Voids.) 9 Supplying And Stacking At Site. 13.20Mm To 0.09 Mm Size Stone Aggregate. 10 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Specifications In Uniform Thickness In Pot Holes And Depressions Of Wbm Surface, Hand Picking, Applying Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Compacting With Mechanical Means To The Required Density Including Transportation From Stock At Mine Premises At Different Locations All Complete As Per The Direction Of Engineer In Charge. 11 Earth Work In Excavation By Mechanical Means In Drain / Nallah Of Required Size & Shape In Ordinary Soil, Soft Rock, Muddy Soil Etc. & Disposal Of Excavated Earth By Levelling & Dressing To A Lead Of 0 To 25 Metres From The Edge Of Nallah As Per The Instruction Of The Engineer-In-Charge Including All Lead & Lift, Hire Charges & Running Cost Of All Machines, Driver, Khalasi, Chowkidar Etc. All Complete. 12 Earth Work In Excavation By Mechanical Means In Drain / Nallah Of Required Size & Shape In Ordinary Soil, Soft Rock, Muddy Soil Etc. & Disposal Of Excavated Earth By Levelling & Dressing To A Lead Of 0 To 1.00 Km From The Edge Of Nallah As Per The Instruction Of The Engineer-In-Charge Including All Lead & Lift, Hire Charges & R Unning Cost Of All Machines, Driver, Khalasi, Chowkidar Etc. All Complete. 13 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge 14 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete 15 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources: 6 Graded Stone Aggregate 20 Mm Nominalsize Derived From Natural Sources). 16 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) 17 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And Stringcourses, Fllets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Source 18 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 19 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc 20 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo-Mechanically Treated Bars Of Grade Fe-500D Or More.
|
|
Contract Value:
32.39 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
RINKI MISHRA
|
View Tender Results
|
|
|
|
82.
Rural Works Department
|
Odisha
|
|
|
BRR:10018942
Tender for Repair To Uttarsasan-Kairi In The District Of Puri For The Year 2025-26- 1 Clearing & grubbing road land including uprooting rank vegetation , grass, bushes,shrubs, saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stacking of serviciable materials to be used or acutioned, upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the Engineer-in-Charge. 2 Earth work excavation in foundation in hard soil within 50 m initial lead & 1.5 m initial lift including rough dressing & breaking clods to maximum 5 cm to 7 cm & laying in layers not exceeding 0.3 m in depth & as per the direction of the Engineer-in-charge. 3 Filling in foundation and plinthwith sand wellwatered and rammed includingcost, conveyance, royalty, taxes of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge. 4 Cement concrete (1:2.5:5) with 40mm sizehard black crusher broken granite stone chipsof approved quality and from approvedquarry including hoisting, lowering and layingconcrete and compacting by using vibrator watering and curing for 4 weeks centering and shutteringand finishingthe exposedsurface smooth providing grooves or beads where necessary including cost, conveyance, royalities and taxes of all materialsand labour with T&P required for the work etc. complete excluding cost and conveyance ofM.S. Rods or tor steel and binding wires of18 to 20 gaugeand labour charges for straightening cutting bending etc. of theM.S. Rods or tor steeland tying the grills andplacing in proper position as per specification and direction of the Engineer-in-Charge. 5 Foundation 6 Above Foundation 7 Labour for scraping cleaning the road suface applying tack coat using3.0 kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 sqm with 0.12 Cum of 12 mm size hard granite chips as key stone for 10 sqm spreading over and laying includingheating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge. 8 Providing and applying tack coat using bitumen @0.2kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed)cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge. 9 Providing and laying semi dense graded bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading , premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled ,vibratory and tandem rollers to achive the desired compaction as per clause 508 of MoSRT&H specification for the road and bridge works (4th Revision) . 10 Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levellingfor the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.
|
|
Contract Value:
34.45 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
KALANDI CHARAN SAHOO
|
View Tender Results
|
|
|
|
83.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10018777
Tender for Earthwork In Excavation For Structures As Per Drawing And Technical Specification Clause 305 1 Including Setting Out Construction Of Shoring And Bracing Removal Of Stumps And Other Deleterious Materials And Disposal Upto All Leads And Lifts Dressing Of Sides And Bottom And Backfilling In Trenches With Excaveted Suitable Materials As Per Mord Specification Directed By Engineer-In-Charge , Providing And Laying Concrete For Plain /Reinforced Concret In Open Foundation Complete As Per Drawings And Technical Specifications Mord Clause 802,803, 1202 81203 P.Cc. Nominal Mix 1.5:10 (1 Cement: 5 Sand: 10 Aggregates-40Mm)Including Carriage Of Materials In All Leads And Lifts, And As Per The Direction Of Engineer-In-Charge , Providing And Laying 100Mm Dia Metre Pvc Pipe For Wheep Holes Complete Of Approved Quality Including Carriage Of Material Within All Leads, Lifts And As Per The Direction Of Engineer-In-Charge , Providing And Laying Reinforced Cement Concrete Pipe Np2 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation Protection Work, Back Filling Concrete And Masonry Work In Head Walls And Parapets Clause 1108 900 Mm Dia Pipe.
|
|
Contract Value:
32.49 Lakhs
|
Contract Date:
26-Nov-2025
|
Contractor Name:
hemraj
|
View Tender Results
|
|
|
|
84.
Town Panchayats
|
Tamil Nadu
|
|
|
BRR:10018763
Tender For Providing 150 Mm Dia Vertical Bore Well And Supply & Erection Of Submersible Pumpset And Extension Of Pipe Line At Ward No.11 Chandra Nagar In Idigarai Town Panchayat.; 1 Conducting Geophysical Survey Charges including all other charges. 2 Drilling of 150mm vertical bores in Hard rock areasto the required depth as directed by the TOWN PANCHAYAT Officers including labour charges for inserting casing pipes, assembling in the drilled holes, including welding the joint if necessary grouting the casing pipes etc., and including transportation charges for the rig and supporting vehicles from one place to another. 3 0 - 150 M 4 151- 180 M 5 181 210 M 6 211 - 240 M 7 241- 270M 8 271- 300 M 9 Supply and Delivery Of unplasticised plain PVC 150mm dia casing pipes of the following diameter in 3 metres length with screwed and socket ends and centering guides for every 15 metre length of pipes as per IS 12818/2010 and as amended from time to time to suit deepbore well upto 80m depth (CS) for delivery at site of work with IS marking including loading, unloading freight, transit insurance etc., complete. 10 Supply and delivery of 10HP (50LPMX275 HEAD) THREE PHASE SUBMERSIBLE PUMPSET SUITABLE FOR 15OMM DIA BOREWELL AS PER IS 8034/2002 WithOUT PANEL BOARDSupply and delivery of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 with latest amendments and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainlesss steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/difuser With ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor asper IS9283 suitable for operation in AC 3 phase 415v+/- 10%,50 HZ +/- 5% 11 THREE PHASE PANEL BOARD STAR WITH TWO LEVEL GUARD AND AUTO START Supply and delivery of Star-Delta starter confirming to IS 13947 and IEC 947 suitable KW raing For operation in AC3/Phase/5OHZ(+/-5%) and 415V (+/-10%) including 3 pole magnetic Contactor with under voltage release-3 nos. CT operated Ammeter(65 mm dia) with suppressed Scale, Voltmeter (65mm dia), Voltmeter selector Switch, Minature circuitr braeker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor. dry running preventor and on/off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, Including the capacitor (the cost of capacitor is to be taken separately) 12 Supply and Delivery of 4 sq.mm PVC Insulated and Sheathed 3 core flat type copper cable confirming to IS 694/1990including loading and unloading charges etc., complete. 13 Supply and fixing 50mm of G.I. pipe including all charges 14 Supply and fixing of 80mm GM Gate Valve including all charges 15 100 Amps Porcelain fuse unit (500 V) including all charges 16 5 KVR Capacitor including all charges 17 63 Amps TPN metal clad switch with rewirable fuse units.including all charges 18 Supply and fixing of 50 mm GM NRV .including all charges 19 Labour Charges for erection 10 HPSubmersible pumpset in borewell/open well including fixing and jointng submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth Values erection clamps pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter,Ammeter,three pilot (indicating ) lamps capcitor single phasing preventor, Water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days 20 Supply and run of 4x6 sq.mm (84/0.30) PVC insulated SC unsheathed CU.Conductor of 1100 V Grade on 7/20 GI bearer wire for Service connection main.(SD 68) 21 Supply and run of 4x6 sq.mm (84/0.30) PVC insulated SC unsheathed CU.Conductor of 1100 V Grade in 32mm dia GI pipe (Class ;B) Suitably bent at both ends with Necessary angle iron up right and end supports for main. (SD 73) 22 Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B ( for pipe line work ) 23 Supply of 90 mm PVC Pipe, 6 KSC/cm2(3 pipe) of ISI standard specification inculding all charge extra, complete. 24 Laying of90 mm PVC Pipe, 6 KSC/cm2(3 pipe) Pvc Pipes and specials as per standard specification inculding all labour charges extra. 25 Refilling the Excavated earth including well Consolidation including cost and conveyance complete complying with standard specifications and as directed by the departmental Engineers.
|
|
Contract Value:
6.96 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
a.baskaran
|
View Tender Results
|
|
|
|
85.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017168
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
86.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017167
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
87.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017166
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 73.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 82.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , [21.95.5]Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 5. 600 Mm Hsr Rate (Rs.) 2258.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
88.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017165
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 73.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 82.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , [21.95.5]Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 5. 600 Mm Hsr Rate (Rs.) 2258.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
89.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017164
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
90.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017153
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
91.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017152
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
92.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017151
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (33 X 33) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 27 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
93.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017150
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , [4.32]-Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. Hsr Rate(Rs.) 46.00 Through Rate , [7.21.3]-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 3. Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Hsr Rate(Rs.) 4347.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
94.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10017139
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (30 X 30) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 24 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , Hsr Item 7.21.3-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Hsr Rate(Rs.) 4347.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
95.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015380
Tender for Providing And Fixing Of C.I. Nakkas Comp In All Respect As Per Current Market Rates (Alfa Wall) As Per Pwd Specifications Completed In All Respect To The Satisfaction To The Engineer In Charge @ Rs. Per Nos. , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item [6.33.3]Steel Reinforcement For Reinforced Cement Concrete Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Below Plinth Level 3. Cold Twisted Bars Hsr Rate(Rs.) 61.00 Through Rate , Hsr Item 21.95.2-Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No.21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 2. 400 Mm Hsr Rate(Rs.) 1264.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.4.2]10 Mm Thick Cement Plaster 2. 1:3 (1 Cement: 3 Fine Sand) Hsr Rate (Rs.) 86.00 Through Rate , [4.16.1.3]Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1.3. Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm Hsr Rate (Rs.) 86.00 Through Rate , [4.17]Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3 M. (Rate Is Over Corresponding Basic Item For Depth Up To 1.5 Metre). Hsr Rate (Rs.) 3.00 Through Rate , Hsr Item 20.62.5-Providing, Lowering, Laying, Cutting (Cut Surface To Be Uniformly Finished), Jointing With Rubber Rings Marked With Is : 5382 And Testing Of Spigot And Socketted Rcc, Np2 Marked With Is : 458-1988 And Specials Into Trenches For All Depths Including Carriage, Loading, Unloading, Stacking, Handling, Re-Handling Etc.Complete Is All Respects To The Satisfaction To The Engineer - In -Charge. 5. 400 Mm I/D Hsr Rate(Rs.) 563.00 Through Rate , [21.28]Providing And Fixing Steel Bar Embedded Plastic Steps Of Size 263Mm X 165Mm Of Orange Colour, Confirming To Specification In Pump Chambers, Manholes Etc., Having Minimum 3Mm Thick Polypropylene Polymer Confirming To Is:10910 Encapsulated On 12Mm Dia Ribbed Steel Bars Per Is :1786. The Rate Include Cost Of Setting The Same To Correct Lines And Levels Duly Embedded In 1:2:4 Cement Concrete Including Carriage, Loading, Uploading, Stacking, Handling, Re-Handling Etc., Complete In All Respect To The Satisfaction Of Engineer-In-Charge Hsr Rate (Rs.) 298.00 Through Rate , [6.1.2]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 2. 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 20 Mm Nominal Size) Hsr Rate (Rs.) 3476.00 Through Rate , [6.44]Providing, Hoisting And Fixing Up To Floor Four Level Precast Reinforced Cement Concrete In Small Lintels Not Exceeding 1.5M Clear Span Up To Floor Four Level, Including The Cost Of Required Centering, Shuttering But , Excluding The Cost Of Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Hsr Rate (Rs.) 5081.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
96.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015379
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 73.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 82.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , [21.95.5]Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 5. 600 Mm Hsr Rate (Rs.) 2258.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
97.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015378
Tender for Providing And Fixing Of C.I. Nakkas Comp In All Respect As Per Current Market Rates (Alfa Wall) As Per Pwd Specifications Completed In All Respect To The Satisfaction To The Engineer In Charge @ Rs. Per Nos. , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item [6.33.3]Steel Reinforcement For Reinforced Cement Concrete Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Below Plinth Level 3. Cold Twisted Bars Hsr Rate(Rs.) 61.00 Through Rate , Hsr Item 21.95.2-Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 2. 400 Mm Hsr Rate(Rs.) 1264.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.4.2]10 Mm Thick Cement Plaster 2. 1:3 (1 Cement: 3 Fine Sand) Hsr Rate (Rs.) 86.00 Through Rate , [4.16.1.3]Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1.3. Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm Hsr Rate (Rs.) 86.00 Through Rate , [4.17]Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3 M. (Rate Is Over Corresponding Basic Item For Depth Up To 1.5 Metre). Hsr Rate (Rs.) 3.00 Through Rate , Hsr Item 20.62.5-Providing, Lowering, Laying, Cutting (Cut Surface To Be Uniformly Finished), Jointing With Rubber Rings Marked With Is : 5382 And Testing Of Spigot And Socketted Rcc, Np2 Marked With Is : 458-1988 And Specials Into Trenches For All Depths Including Carriage, Loading, Unloading, Stacking, Handling, Re-Handling Etc. Complete Is All Respects To The Satisfaction To The Engineer - In -Charge. 5. 400 Mm I/D Hsr Rate(Rs.) 563.00 Through Rate , [21.28]Providing And Fixing Steel Bar Embedded Plastic Steps Of Size 263Mm X 165Mm Of Orange Colour, Confirming To Specification In Pump Chambers, Manholes Etc., Having Minimum 3Mm Thick Polypropylene Polymer Confirming To Is:10910 Encapsulated On 12Mm Dia Ribbed Steel Bars Per Is :1786. The Rate Include Cost Of Setting The Same To Correct Lines And Levels Duly Embedded In 1:2:4 Cement Concrete Including Carriage, Loading, Uploading, Stacking, Handling, Re-Handling Etc., Complete In All Respect To The Satisfaction Of Engineer-In-Charge Hsr Rate (Rs.) 298.00 Through Rate , [6.1.2]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 2. 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 20 Mm Nominal Size) Hsr Rate (Rs.) 3476.00 Through Rate , [6.44]Providing, Hoisting And Fixing Up To Floor Four Level Precast Reinforced Cement Concrete In Small Lintels Not Exceeding 1.5M Clear Span Up To Floor Four Level, Including The Cost Of Required Centering, Shuttering But , Excluding The Cost Of Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Hsr Rate (Rs.) 5081.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
98.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015377
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 73.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 82.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , [21.95.5]Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 5. 600 Mm Hsr Rate (Rs.) 2258.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
99.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015376
Tender for Providing And Fixing Of C.I. Nakkas Comp In All Respect As Per Current Market Rates (Alfa Wall) As Per Pwd Specifications Completed In All Respect To The Satisfaction To The Engineer In Charge @ Rs. Per Nos. , Credit Of Old Bricks And Bats , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item [6.33.3]Steel Reinforcement For Reinforced Cement Concrete Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Below Plinth Level 3. Cold Twisted Bars Hsr Rate(Rs.) 61.00 Through Rate , Hsr Item 21.95.2-Providing Lowering Cutting Jointing And Testing Reinforced Cement Concrete Pipe Class Np3 As Per Is-458-2003 With Spigot And Socketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1:3/2 Cement Sand Mortar And With End Dowels Filled With 1:3/2 Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No. 21.38, Item 21.44, Item 21.45, And Item 21.46 Including Cartage Loading And Unloading Complete In All Respects. The Internal Diametric Of The Sewer Being: 2. 400 Mm Hsr Rate(Rs.) 1264.00 Through Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 5.23.2-Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix (I/C Equivalent Design Mix) Hsr Rate(Rs.) 1149.00 Through Rate , Hsr Item 5.7.4-Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 4. In Cement Mortar Hsr Rate(Rs.) 585.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.4.2]10 Mm Thick Cement Plaster 2. 1:3 (1 Cement: 3 Fine Sand) Hsr Rate (Rs.) 86.00 Through Rate , [4.16.1.3]Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1.3. Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm Hsr Rate (Rs.) 86.00 Through Rate , [4.17]Extra For Excavating Trenches For Pipes, Cables Etc. In All Kinds Of Soil For Depth Exceeding 1.5 M, But Not Exceeding 3 M. (Rate Is Over Corresponding Basic Item For Depth Up To 1.5 Metre). Hsr Rate (Rs.) 3.00 Through Rate , Hsr Item 20.62.5-Providing, Lowering, Laying, Cutting (Cut Surface To Be Uniformly Finished), Jointing With Rubber Rings Marked With Is : 5382 And Testing Of Spigot And Socketted Rcc, Np2 Marked With Is : 458-1988 And Specials Into Trenches For All Depths Including Carriage, Loading, Unloading, Stacking, Handling, Re-Handling Etc. Complete Is All Respects To The Satisfaction To The Engineer - In -Charge. 5. 400 Mm I/D Hsr Rate(Rs.) 563.00 Through Rate , [21.28]Providing And Fixing Steel Bar Embedded Plastic Steps Of Size 263Mm X 165Mm Of Orange Colour, Confirming To Specification In Pump Chambers, Manholes Etc., Having Minimum 3Mm Thick Polypropylene Polymer Confirming To Is:10910 Encapsulated On 12Mm Dia Ribbed Steel Bars Per Is :1786. The Rate Include Cost Of Setting The Same To Correct Lines And Levels Duly Embedded In 1:2:4 Cement Concrete Including Carriage, Loading, Uploading, Stacking, Handling, Re-Handling Etc., Complete In All Respect To The Satisfaction Of Engineer-In-Charge Hsr Rate (Rs.) 298.00 Through Rate , [6.1.2]Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 2. 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) : 4 Graded Stone Aggregate 20 Mm Nominal Size) Hsr Rate (Rs.) 3476.00 Through Rate , [6.44]Providing, Hoisting And Fixing Up To Floor Four Level Precast Reinforced Cement Concrete In Small Lintels Not Exceeding 1.5M Clear Span Up To Floor Four Level, Including The Cost Of Required Centering, Shuttering But , Excluding The Cost Of Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Hsr Rate (Rs.) 5081.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
100.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015375
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate , Hsr Item 7.21.3-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 3. Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Hsr Rate(Rs.) 4347.00 Through Rate , [4.32] Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. Hsr Rate(Rs.) 46.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
101.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015374
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 73.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 3693.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 82.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
102.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015373
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
103.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015372
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (24 X 24) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 18 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
104.
Command Area Development Authority
|
Haryana
|
|
|
BRR:10015371
Tender for Supply Carriage And Laying Of 100 Micron Polythene Under Bed Lining Watercourse , Supply, Carriage And Fixing Of Reinforced Cement Concrete Panels Of Requisite Size As Per Approved Design Drawing And P.W.D. Specifications (27 X 27) , Supply, Carriage And Fixing Of Reinforced Cement Concrete Lids Dia 21 , Civil Work , Hsr Item 4.12.1-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Up To 50 M And Lift Up To 1.5 M, As Directed By Engineerin-Charge. 1. All Kinds Of Soil Hsr Rate(Rs.) 78.00 Through Rate , Hsr Item 4.33-Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Up To A Lead Of 1 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Hsr Rate(Rs.) 138.00 Through Rate , [14.1]Dressing Bed And Preparation Of Sub Grade For Lining By Mechanical/ Mannual Means Hsr Rate (Rs.) 4.00 Labour Rate , Hsr Item 6.1.6-Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 6. 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Hsr Rate(Rs.) 2442.00 Through Rate , Hsr Item 7.21.1-Brick Work With Common Burnt Clay Nonmodular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 1. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Hsr Rate(Rs.) 4128.00 Through Rate , [11.8.1]12 Mm Cement Plaster Of Mix : 1. 1:4 (1 Cement: 4 Coarse Sand) Hsr Rate (Rs.) 114.00 Through Rate , [7.65]Extra For Specially Moulded Brick Work In Circular Work Such As Wells, Shafts, Circular Sumps, Pumps Chambers, Etc. In Which Specially Moulded Or Cut-Bricks Have To Be Used: But For Which No Centring Or Supports Are Required Up To 4.5 Metres Internal Diameter. Hsr Rate (Rs.) 131.00 Through Rate
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
105.
Road And Building Department
|
Jammu And Kashmir
|
|
|
BRR:10014371
Tender for Felling Of Trees , Felling Trees Of The Girth (Measured At A Height Of 1 M Above Ground Level) Including Cutting Of Trunk And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. Beyond 30 Cm Girth Upto And Including 60 Cm Girth. , Slip Clearance , Slip Clearance In Mixed Soil I.E Ordinary Soil, Soils Mixed With Moorum Kankar/Shingle/Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M, As Per The Directions Of The Engineer In-Charge At Site Without Damaging The Public/Pvt. Property. , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-I (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 (Complete Job) , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 1000 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 600 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: (Aks) , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
106.
Road And Building Department
|
Jammu And Kashmir
|
|
|
BRR:10014370
Tender for Felling Of Trees , Felling Trees Of The Girth (Measured At A Height Of 1 M Above Ground Level) Including Cutting Of Trunk And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. Beyond 30 Cm Girth Upto And Including 60 Cm Girth. , Slip Clearance , Slip Clearance In Mixed Soil I.E Ordinary Soil, Soils Mixed With Moorum Kankar/Shingle/Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M, As Per The Directions Of The Engineer In-Charge At Site Without Damaging The Public/Pvt. Property. , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-I (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 (Complete Job) , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 1000 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 600 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: (Aks) , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
107.
Road And Building Department
|
Jammu And Kashmir
|
|
|
BRR:10014369
Tender for Felling Of Trees , Felling Trees Of The Girth (Measured At A Height Of 1 M Above Ground Level) Including Cutting Of Trunk And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. Beyond 30 Cm Girth Upto And Including 60 Cm Girth. , Slip Clearance , Slip Clearance In Mixed Soil I.E Ordinary Soil, Soils Mixed With Moorum Kankar/Shingle/Boulders; Disposal Lead Upto 50 M And Lift Upto 1.5 M, As Per The Directions Of The Engineer In-Charge At Site Without Damaging The Public/Pvt. Property. , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge.With Material Conforming To Grade-I (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 (Complete Job) , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 1000 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Providing And Laying Non-Pressure Of Specified Class Reinforced Cement Concrete Pipes Including Collars /Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement: 2 Fine Sand) Including Testing Of Joints Etc. Complete. 600 Mm Dia. Reinforced Cement Concrete Pipe (Laying By Manual/Mechanical Means) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: (Aks) , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
108.
Water Resources Department
|
Punjab
|
|
|
BRR:10014059
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
109.
Water Resources Department
|
Punjab
|
|
|
BRR:10014058
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
110.
Water Resources Department
|
Punjab
|
|
|
BRR:10014057
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
111.
Water Resources Department
|
Punjab
|
|
|
BRR:10014055
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
112.
Water Resources Department
|
Punjab
|
|
|
BRR:10014053
Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including And Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of , Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , Providing And Filling Sand Grading As Per Specifications Or Fine Grade Around The Various Sizes Of G.I. Pipes In External Work. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Side Walls , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimun Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruted Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturers Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
113.
Tamil Nadu Generation And Distribution Corporation Limited
|
Tamil Nadu
|
|
|
BRR:10013597
Tender for Lt Oh Line Into Lt Ug Cable Works , Earthwork Excavation 1.2 Mt.Average Depth X 0.6Mt Average Width In Hard Stiff Clay, Shales Murran Gravel, Stoney Earth And Mixed With Small Sizes Boulders And Gravelly Soil R For Sand Bedding As Directed By The Engineer-In-Charge At Site And Including Providing Labour For Watching Over The Excavated Trench During Day And Night To Avoid Any Accident Caused To Animal And Human Being Including Cost Of Signal Board, Danger Light, Lead And Lift Etc., Complete Excluding Blacktopping And Including Trial Pits Charges (0.705 Km) , Labour Charges For Removing Of Black Topping Portion Of 0.6Mt Average Width By Using Chisel, Hammer And Pick Axe And Including Cost Of Signal Board And Danger Light And Providing Watch And Ward Staff To Prevent Any Accident Caused To The Cattle And Human Beings Including Sharpening Charges Of Chisel And Including Excaavation Of Road Cutting Using Jcb/Air Compressor Drill At Day And Night Time And Avoiding Any Damage To The Telecom And Water Lines Etc (Along The Road) Including Trial Pits , Providing Sand Bedding With Good Quality Of River Sand To A Depth Of 6 In The Excavated Cable Trench Including Cost Of Sand, Labour, And Labour Charges For Transport,Lead, Lift, Etc., Complete. , Loading Of Lt Cable Drum From Stores Using Crane Lorry, Safe Transportng To Site And Safe Unloading At The Worksite Without Any Damage Using Crane Lorry.This Includes Labour For Loading, Unloading, Transporting And Rent For Crane Lorry, All T&P Suchas Crowbars,Siling,Dshackle Etc., That Must Be Brought By The Contractor. , Drawal/Laying Of R.C.C.V Troughs In Th Excavated Cable Trench From Stores/ Worksite Including Transportation Without Any Damage .This Includes All Lead ,Lift Safe Unloading, Safe Loading And Transport Etc. ( Note: Damage If Any Due To Rough Handling, The Cost Of V Trough Will Be Be Deducted) , Refilling The Cable Trench And Duct With Excavated Earth In Layer,Ramming And Consolidating Properly In Layers Of
|
|
Contract Value:
14.55 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
srimookambikaandco
|
View Tender Results
|
|
|
|
114.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10013478
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
|
|
Contract Value:
7.99 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
115.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10013476
Tender for Dismantling All Types Of Masonry Excepting Cement Concrete Plain Or Reinforced, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M. , Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Supplying And Laying Polythene Sheet (150Gm / Sq.M.) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches. , Ordinary Cement Concrete (Mix 1:1.5:3) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. (I) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M Per100 Sq.M. , Gst 18% (Cgst9% + Sgst9%) , Welfare Cess 1%
|
|
Contract Value:
1.91 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
116.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10013472
Tender for Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. , (A) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. (Payment To Be Made On Measurement Of Finished Quantity) , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Plaster (To Wall, Floor, Ceiling Etc.) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding/Staging Where Necessary (Ground Floor).[Excluding Cost Of Chipping Over Concrete Surface] (I) With 1:6 Cement Mortar (B) 20 Mm Thick Plaster , Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M
|
|
Contract Value:
1.23 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
117.
Nagar Palika Parishad
|
Madhya Pradesh
|
|
|
BRR:10013232
Tender for Supply And Installation Of Sign Board With Both Side Writing Work 3Mm Acp Sheet Size-2X3 And 2 Vertical Post 7 Hight With Ss 304 Grade, Weight Not Less Than 15 Kg And Fixing By M-15 Concrete Grade, Pit Size 0.30X0.3X0.30M Including Excavation Work For 18 Places In Uls Area. (Complece Lump-Sum One) , Work Name - , Supply And Installation Of Sign Board With Both Side Writing Work 3Mm Acp Sheet Size-2X3 And 2 Vertical Post 7 Hight With Ss 304 Grade, Weight Not Less Than 15 Kg And Fixing By M-15 Concrete Grade, Pit Size 0.30X0.30X0.30M Including Excavation Work For 18 Places In Ulb Area.
|
|
Contract Value:
11600.0
|
Contract Date:
17-Apr-2026
|
Contractor Name:
HAJRAT CONSTRUCTION
|
View Tender Results
|
|
|
|
118.
Public Works Department
|
Uttar Pradesh
|
|
|
BRR:10012759
Tender for Excavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1.5 M And Lead Upto 50 M As Per Technical Specification Clause 302.3 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 (M-15) , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 (M-25) , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 (Rcc-M 20) , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Smooth Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 3 As Per Technical Specification Clause 405. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-1) On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying Primer At The Rate Of 0.65 Kg/Sqm Using Mechanical Means As Per Technical Specification Clause 502 , Providing And Applying Tack Coat With Bitumen (Vg-10) Using Bitumen Distributor At The Rate Of 0.35 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type C, As Per Technical Specification Clause 510 , Providing And Laying Filter Material Underneath Pitching In Slopes Complete As Per Drawing And Technical Specification (For Wings Walls) , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Laying Brick Layer On Prepared Sub-Grade With Brick On End Edging According To Lines. Graded And Crossection Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling , Watering And Rolling The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412. (Ch. 25 Si. No. 20) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culuverts On First Class Bedding Of Granular Material Including Fixing With Cement Mortor 1:2 But Excluding Excavation, Protection Works, Backfilling , Concrete And Masonary Works In Head Walls And Parapets Clause 1106
|
|
Contract Value:
37.35 Lakhs
|
Contract Date:
16-Apr-2026
|
Contractor Name:
Mukesh Babu
|
View Tender Results
|
|
|
|
119.
Urban Local Bodies
|
West Bengal
|
|
|
BRR:10012388
Tender for Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns,Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works (Upto Roof Of Ground Floor)(A) 25 Mm To 30 Mm Thick Wooden Shuttering Without Staging , Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil (Including Mixed Soil But Excluding Laterite Or Sandstone) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A) Depth Of Excavation Not Exceeding 1,500 Mm. , Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm.Including Watering And Ramming Etc. Layer By Layer Complete. (Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work) , Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. , Ordinary Cement Concrete (Mix 1:2:4) With Graded Stone Chips (20 Mm Nominal Size) Excluding Shuttering And Reinforcement,If Any, In Ground Floor As Per Relevant Is Codes. A) Pakur Variety , Artificial Stone In Floor, Dado, Staircase Etc With Cement Concrete (1:2:4) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement (As Necessary) And Marble Dust In Proportion (1:2) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg/Sq.M All Complete Including All Materials And Labour. (Ii) 25 Mm. Thick , Brick Work With 1St Class Bricks In Cement Mortar (1:6) (A) In Foundation And Plinth , Ordinary Cement Conc
|
|
Contract Value:
2.51 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
PRITAM CHAKRABORTY
|
View Tender Results
|
|
|
|
120.
Grama Panchayat
|
Kerala
|
|
|
BRR:10012106
Tender For Dwss Annual Maintenance 2025-26 , Providing And Fixing Pvc Pipes Includings Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching , Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 150 Mm Dia 6 Kgf/Cm2 , Providing And Fixing Pvc Pipes Includings Of Pipes With One Step Pvc Solvent Cement, Trenching Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 63 Mm Dia 6Kgf/Cm2 , Providing And Fixing Pvc Pipes Includings Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 75 Mm Dia 6 Kgf/ Cm2 , Providing And Fixing Pvc Pipes Includings Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.110 Mm Dia 6Kgf/Cm2 , Providing And Fixing G.I. Pipes Complete With G.I. Fittings (Cost Of Fittings To Be Paid Separately) ≪Br≫ External Work - 65 Mm Nominal Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings (Cost Of Fittings To Be Paid Separately) ≪Br≫ External Work - 80 Mm Nominal Dia , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:2:4 (Cement : 2 Coarse Sand (Zone-Iii)Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) :80 Mm Nominal Bore , Suplying Stacking 90Mm Pvc Pipipe Including All Charges , Supplying Stacking 100 Mm Cid Joint , Repairing Leak In 110 Mm Dia Pvc Pipes In Hard Soil Cutting And Removing The Damaged Portion Replacing New Pipe With Required Specials, Jointing With Solvent Cement Including Materials From Stack To Work Site, Including Necessary Earth Work Excavation In Hard Soil,. Bailing Out Water From Trenches, Testing The Line And Refilling The Trenches, Etc Complete , Repairing Leak In 90 Mm Dia Pvc Pipes In Hard Soil Cutting And Removing The Damaged Portion Replacing New Pipe With Required Specials, Jointing With Solvent Cement Including Materials From Stack To Work Site, Including Necessary Earth Work Excavation In Hard Soil,. Bailing Out Water From Trenches, Testing The Line And Refilling The Trenches, Etc Complete , Repairing Leak In 63 Mm Dia Pvc Pipes In Hard Soil Cutting And Removing The Damaged Portion Replacing New Pipe With Required Specials, Jointing With Solvent Cement Including Materials From Stack To Work Site, Including Necessary Earth Work Excavation In Hard Soil,. Bailing Out Water From Trenches, Testing The Line And Refilling The Trenches, Etc Complete , Repairing Leak In 75 Mm Dia Pvc Pipes In Hard Soil Cutting And Removing The Damaged Portion Replacing New Pipe With Required Specials, Jointing With Solvent Cement Including Materials From Stack To Work Site, Including Necessary Earth Work Excavation In Hard Soil,. Bailing Out Water From Trenches, Testing The Line And Refilling The Trenches, Etc Complete , Providing And Fixing G.I. Pipes Complete With G.I. Fittings (Cost Of Fittings To Be Paid Separately) External Work - 150 Mm Nominal Dia , Engaging Man Mazdoor For Cleaning Water Tank , Providing And Fixing C.I. Sluice Valves (With Cap) Complete With Bolts, Nuts, Rubber Insertion Etc. (The Tail Pieces If Required Will Be Paid Separately): 150 Mm Diameterclass Ii
|
|
Contract Value:
3.99 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
P Udayakumar
|
View Tender Results
|
|
|
|
121.
Forest Department
|
Kerala
|
|
|
BRR:10012099
Tender for Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) Manual Means In Foundation Trenches Or Drains(Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50M. All Kinds Of Soil. , Dr Packing Under Foundation - Dry Stone Packing Under Foundation With Good Quality Blasted Rubble Including Conveyance Of Material And Labour Charges Etc. Complete As Per Direction Of Departmental Officers At Site. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12(1 Cement :6 Coarse Sand:12 Graded Stone Aggregate 20 Mm Nominal Size) Up To Plinth Level With:Cement Mortar 1:6(1 Cement :6 Coarse Sand) , Filling Available Excavated Earth(Excluding Rock) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Up To 1.5M. , Centering And Shuttering Including Strutting, Etc. And Removal Of Form For: Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers. , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement- All Work Up To Plinth Level : 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Solid Masonary Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Upto Floor Two Level With Thickness 15Cm In : Cm 1:6 (1 Cement : 6 Coarse Sand) Etc Complete. , C
|
|
Contract Value:
4.39 Lakhs
|
Contract Date:
17-Apr-2026
|
Contractor Name:
ALBIN BUILDERS
|
View Tender Results
|
|
|
|
122.
Road And Building Department
|
Jammu and Kashmir
|
|
|
BRR:10011137
Tender For Construction Of Ramp At Middle School Kelhi Mandi.- 1 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : 2 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) With All Leads And Lifts Carriage Complete. 3 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) With All Leads And Lifts Carriage Complete. 4 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 5 Suspended Floors, Roofs, Landings, Balconies And Access Platforms. 6 Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. M.S. Tube Please Enable Macros To View Boq Information
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
123.
Rural Development And Panchayats Department
|
Ladakh
|
|
|
BRR:10011070
Tender For Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kind Of Soil , Dumping Stone Including Cost Of Stones.In Horizontal On Level , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level ::1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Q.V.I(6+7+8) @ 110Kgs/Cum , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Forlintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Columns, Pillars, Piers, Abutments, Posts And Struts. , Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide , Providing & Fixing Upto Floor Five Level Precast Cement Concrete Solid Blocks Including Hoisting And Setting In Position In Cement Mortar 1:3 (1Cement:3 Coarse Sand), Cost Of Required Centring, Shuttering And Curing Complete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Crushed Stone Aggregate 20 Mm Nominal Size) , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Second Class Kail Wood , Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes, Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. Second Class Kail Wood , Providng & Fixing Of Float Glass Panes 4 Mm Thick Glass Pane (Weight Not Less Than 10Kg/Sqm)., With Wooden Fillets Wherever Required Complete , Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately)Second Class Teak Wood 30 Mm Thick Shutters , Providing And Fixing Traditionally Carved Wood Work (Shingstak) Over Doors And Windows Including All Accessories As Per The Direction Of The Engineer In-Charge, Complete With;Budloo Wood , 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix:1 : 4 ( 1 Cement : 4 Fine Sand) , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) Sqm , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Q.V.I (17B+18) , Finishing Walls With Textured Exterior Paint Of Required Shade : 13.45.1 New Work (Two Or More Coats Applied @ 3.28 Ltr/10 Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10 Sqm Q.V.I (17A) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : 13.41.1 New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Q.V.I (19) , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : 13.62.1 Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Hot Finished Welded Type Tubes , Providing And Fixing Tiled False Ceiling Of Specified Materials Of Size 595X595 Mm In True Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanized @ 120 Grams/ Sqm, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel To Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24X0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gi Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge.12.5 Mm Thick Square Edge Pvc Laminated Gypsum Tile Of Size 595X595 Mm, Made Of Gypsum Plasterboard, Manufactured From Natural Gypsum As Per Is 2095 Part I And Laminated With White 0.16Mm Thick Fire Retardant Pvc Film On The Face Side And 12Micron Metalized Polyester On The Back Side With All Edges Sealed With The Face Side Pvc Film Which Goes Around And Wraps The Edges And Is Bonded To The Edges And The Back Side Metalized Polyester Film So As To Make The Tile A Completely Sealed Unit. , Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diametre With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required.0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M3 Q.V.I ( , Providing & Fixing 12Mm Thick Ready Made Wooden Flooring Incl 1Mm Thick Thermocol Incl Placeing In Position Complete Job.(Ac-4). , Providing And Fixing 12Mm Thick Ply Board With 4 Width Plank Tongued And Grooved, Incl. Placing In Position Complete Job. , Providing & Fixing Fan Box , Providing & Fixing Conceal Box , Wiring For Light Point 6Amp Socket/Exhaust Fan Point / Call Bell Point /With 1.5 Sq.Mm Pvc Fr Insulated Copper Conductor Single Core In Surface/Recessed Medium Class Pvc Conduit, Suitable Size Ms Box And Earthing The Point With 0.75 Sq.Mm. Fr Pvc Insulated Copper Conductor Single Core Cable As Required. , Wiring For 16Amp Socket Outlet With 2.5Mm Fr Pvc Insulated Copper Conductor Cable In Existing Recessed Pvc Conduit , Including Sheet As Required. , Supplying And Fixing Of 25Mm Pvc Conduit Capping Along With Accessories In Surface/Recessed Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. , Supply And Fixing Of Combined 3 Pin 240 Volt 10Amp Socket Outlet With Safety Shutter And 10Amp 240 Volt Single Pole Mounted In Recessed Including M.S Box Complete As Required , Supply And Fixing Of Combined 3 Pin 240 Volt 10Amp Socket Outlet With Safety Shutter And 20Amp 240 Volt Single Pole Mounted In Recessed Including M.S Box Complete As Required , Supply And Fixing Of Following Single Pole And Neutral Sheet Steel Mcb Distribution Board 240 Volt On Surface Recess Complete With Tinned Busbar Neutral Link Earth Bar, Tin Bar, Detachable Glaud Plates, Double Door Interconnected Including Pointing Etc As Required 16 Way Double Door Spn. , Supply And Fixing Of The Following Light Fixtures Of 2-0 X 2-0 Panels Including All Accessories Like Electronic Ballasts Coms Etc, Complete As Required Concealed/Tube Lightning 20 Watt 3000K, Round Led Luminaries As Per Philips , Supply And Fixing Of The Following Light Fixtures Including All Accessories Like Electronic Ballasts Coms Etc, Complete As Required Concealed/Tube Lightning 20 Watt 3000K, Round Led Luminaries As Per Philips , Supply And Fixing Of Miniature Circuit Breaker Of Following Poles In The Existing Mcb Db Completed With Connections Testing And Commissioning Etc, As Required. A) Single Pole 6/10/20 Annual Periodical Maintenance , B) Double Pole 40 Annual Periodical Maintenance , C) Double Pole 63 Annual Periodical Maintenance , 3 Modular Plate , 6 Modular Plate , 8 Modular Plate , 12 Modular Plate , Ceiling Fan Regulator , Providing & Fixing Of Ceiling Fan Complete Job , Providng & Fixing Of Changeover Of Required Specificatioon Comnplete Job , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineerin- Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. , Providing And Fixing Vitreous China Dual Purpose Closet Suitable For Use As Squatting Pan Or European Type Water Closet (Anglo Indian W.C Pan) With Seat & Lid Fixed With C.P. Brass Hinges And Rubber Buffers, 10 Litre Low Level Flushing Cistern With Fitting And Brackets, 40 Mm Flush Bend, 20 Mm Over Flow Pipe, With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required: 17.68.1 White Vitreous China Dual Purpose Wc Pan With White Solid Plastic Seat And Lid With White Vitreous China Flushing Cistern And C.P. Flush Bend. , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required :White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440Mm With Integral Type Foot Rests , Providing And Fixing Mirror Of Superior Glass (Of Approved Quality) And Of Required Shape And Size With Plastic Moulded Frame Of Approved Make And Shade With 6 Mm Thick Hard Board Backing :Rectangular Shape 453X357Mm , Providing And Fixing C.P Brass Toilet Paper Holder , Providing And Fixing Of Soap Dish (C.P Brass) With Brackets Etc , Providing And Fixing Flow Trap Of Pvc . , Providing And Fixing Floor Jail. , Providing And Fixing Soil, Waste And Vent Pipes 110Mm Dia Pvc. , Providing And Fixing Soil, Waste And Vent Pipes 90Mm Dia Pvc. , Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fitting Arrangement Of Approved Quality And Color. 600 Mm Long Towel Rail With Total Length Of 645 Mm, 78 Mm Wide And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. , Providing And Fixing Of Plain Bends Of Required Degree.110Mm Dia Pvc. , Providing And Fixing Of Plain Bends Of Required Degree.90Mm Dia Pvc. , Providing & Fixing 3 Layer Pp-R (Poly Propylene Random Copolymer) Pipes Sor 7.4 Uv Stabilized And Anti-Microbial Fusion Welded, Having Thermal Stability For Hot And Cold Water Supply Including All Pp-R Plain And Brass Threaded Polypropytene Random Fitings 1/C Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Testing Of Joints Complete As Per Direction Of Engineer-In-Charge. (Concealed Work Including Cutting Chases And Making Good The Walls Etc.) Pn-16 Pipe, 25Mm 00 , Providing And Fixing Pvc Waste Pipe Of Required Dia Including Bends, Tee Door Bend, L Bend Trap Jointed With Addisive Material Isi Marked Like Prince, Vector Or Equivalent Brand All Complete Job 90Mm Dia Bore , Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 , Providing And Fixing Wash Basin With C.I.Brackets,15Mm Dia C P Brass Single Hole Basin Mixer Of Approved Quality And Make, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:- (A)White Vitreous China Wash Basin Size 550 X 400Mm With A15Mm C P Brass Single Hole Basin Mixer , Providng & Fixing Ball Valve (Ppr) Of Approved Quality Complete 32Mm , Providing And Fixing Stainless Steel Aisi 304 (18/8) Kitchen Sink As Per Is 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required: Kitchen Sink With Drain Board 17.10.1.1 610X510 Mm Bowl Depth 200Mm. , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/ Granite/ Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Providing And Fixing Of Material For The Insulation Of Water Storage Tank With Nitrile Sheet, Tapping With Cello Tape, Rockwood 6 Inch Per Side, Wire Mesh, Polythene, Aluminium Sheet 26 Gauge Cladding With Dia Complete Job 19 Mm Thick Nitrile Sheet. , Providing And Fixing Of Material For The Insulation Of Pipe With Nitrile Tube ,Tapping With Cello Tape ,Rockwood 6 Inch Per Side Wire Mesh Polythene ,Tapping With Cello Tape Almunium Sheet 26 Guage Cladding With Dia Complete Job.Incl. Carragie 32Mm , Providing And Fixing Brass Bib Cock Of Approved Quality. 15Mm Nominal Bore. , Providing & Fixing Heat Tape 33 Watt On Ppr Pipes Made Of Denforced Or Chromelox Or Equivalent Make As Approved By Engineer In Charge, Complete Job. , Providing And Fixing Of Material For The Insulation Of Pipe With Nitrile Tube, Tapping With Cello Tape Rfor Inner Wall Fitting Complete Job Including Carraige 19Mm Thick, 50Mm Dia (Od) (Ppr 25Mm) , Stone Tile Work For Wall Lining Upto 10 M Height With Special Adhesive Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement With An Admixture Of Pigment To Match The Stone Shade.Raj Nagar Plain White Marble/ Udaipur Green Marble/ Zebra Black Marble , Providing And Laying Of Sign Board With Complete Job. , Providing And Laying 60Mm Thick Faciory Made Cement In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Concrete Interlocking Paver Block Of M-30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , Providing And Fixing Of 1.5 Tons Inverter Spilt Ac (Copper Condenser) 7 In 1 Convertible (Hot And Cold) Pm .1 Air Purification Filter, Hidden Display Etc Of Voltage, Lg , Panasonic Or Equivalent Brand Incl Wirinig ,Swicht All Complete Job. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles 10 Mm To 25 Mm. For Thickness Of Tiles 10 Mm To 25 Mm , Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking Cement & Steel (Avg. Lead 5Km) , Sand & Stone Agg (20Mm N/S) (Avg. Lead 10Km) , Soling Stone (Avg. Lead 5Km)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
124.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10010404
Tender for Earthwork In Excavation For Structures As Per Drawing And Technical Specification Clause 305.1. Rock Shall Be Excavated With Chiseling And Wedging Out Rock (Where Blasting Is Prohibited).Including Setting Out Construction Of Shoring And Bracing ,Removal Of Stumps And Other Deleterious Materials And Disposal Upto All Leads And Lifts Dressing Of Sides And Bottom And Backfilling In Trenches With Excaveted Suitable Materials As Per Mord Specification Directed By Engineer-In- Charge , Providing And Laying Concrete For Plain/Reinforced Concrete 1:4:8 (One Cement : Four Sand: Eight Graded Stone Aggregate 40Mm (Fourty Millimeter) Nominal Size In Open Foundations And Curing Complete Including Cost Of Form Work Plain/ Reinforced Concrete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203 Including Carriage Of Materials Within All Leads And Lifts . The Rate Including Octroi, Royality, And Other Taxes Imposed By The Government. , Providing And Laying Concrete For Plain /Reinforced Concret In Open Foundation Complete As Per Drawings And Technical Specifications Mord Clause 802,803,1202 &1203 Including Carriage Of Materials In All Leads And Lifts. A)P.C.C 1:3:6.(1 Cement :3 Sand : 6 Agg. 20Mm Nominal Size) I/C Carriage Of Material Within All Leads & Lifts As Per The Direcion Of Engineer In-Charge. , Providing And Laying Reinforced Cement Concrete Pipe Np2 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation Protection Work, Back Filling Concrete And Masonry Work In Head Walls And Parapets Clause 1108. 900 Mm Dia Pipe Including Carriage Of Materials In All Leads And Lifts. And As Per The Direction Of Engineer-In- Charge
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
Irrigation Related (8898)
|
|
Dredger Excavator (18)
|
|
1.
Public Works Department
|
Himachal Pradesh
|
|
|
BRR:10030442
Tender for Restoration Of Rain Damages On Kamand Neri Road In Km 0/00 To 6/00. (Pdna-2023) (Sh:- Hiring Of Hydraulic Excavator (210 Tata Hitechi) 1.00/1.35 Cum. Capacity For Channelization Of Nallah At Km 4/990) (Job No.1)
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
2.
Pimpri Chinchwad Municipal Corporation
|
Maharashtra
|
|
|
BRR:10029824
Providing Machinery For Lifting Rada, Roda Of Other Places In Prabhag No 08 (Year 2025-26)-Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankmentor stacking as directed. Removing and Transporting of excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. a. (For Lead 3.0 Km). Supplying mazdoor/unskilled heavy male labour etc. Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. Hire charges for Hydraulic Excavator (wheeled) 0.3 Cum capacity including operator, disel , oil and other necessary maintainance , labour etc. complete. Hire Charges for tractor with trolly including operator, disel, oil and other necessary maintainance, labour etc Hire charges for crane( 20 tonne) including operator,disel , oil and other necessary maintainance , labour etc. complete. Hire charges for crane (15.00 Tonne Capacity) including operator, disel, oil and other necessary maintainance, labour etc. complete. Page No - 1 Hire charges for crane (10 tonne capacity ) including operator,disel , oil and other necessary maintainance , labour etc. complete. Hire charges for Truck 5.5 cum per 10 tonnes including operator, disel, oil and other necessary maintainance, labour etc.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
3.
Local Self Government Department
|
Kerala
|
|
|
BRR:10028426
Tender For General-Kochiparambu Road Maintenance In Ward 10, Pro.No:253/25-26-.-General Civil Work= 1 Tarring 2 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 3 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 4 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material 5 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 9 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 10 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 11 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) 12 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) Please Enable Macros to View BoQ information
|
|
Contract Value:
2.82 Lakhs
|
Contract Date:
21-Apr-2026
|
Contractor Name:
P.Thomas Joy
|
View Tender Results
|
|
|
|
4.
Indian Army
|
Uttar Pradesh
|
|
|
BRR:10025997
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment; Jcb , Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Material Handling Equipment; Tractor+Trailers , Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Crane; Mobile Crane
|
|
Contract Value:
4.26 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
M/S TRIVENI ENTERPRISES
|
View Tender Results
|
|
|
|
5.
Indian Army
|
Jammu and Kashmir
|
|
|
BRR:10025766
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment; Jcb
|
|
Contract Value:
21.85 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
SUCHET BHARAT TRANSPORT COMPANY
|
View Tender Results
|
|
|
|
6.
Panchayat Raj Department
|
Rajasthan
|
|
|
BRR:10025253
Tender for Supply Of Construction Material & Equipments For In Gram Panchayat 3Sad , Laying And Jointing Pvc Pipe. Heading , Cement Ppc , Lqsn Lhessav , Gravel - Local , Stone 40Mm Grit(Broken By Crusher)(Cut Voids 1/11) , Stone 20Mm Grit(Broken By Crusher) , Stone 12/10/6Mm Grit(Broken By Crusher) , Bzav Dh Fxv~Vh , Gravel(Cut Voids 1/6) ,Ent First Class 22.5X11x7.5Cm (I St Class) ,Ent F}Rh; Category/Second Class , Fcuk Polished Jq Kota Stone Up To 900 Sq Cm , Fcuk Polished Jq Kota Stone Up To 901 To 2300 Sq Cm , Polished Kota Stone(One Side Polished) Up To 900 Sq Cm , Polished Kota Stone(One Side Polished) Up To 901 To 2300 Sq Cm , Ekjcy Irfkj ¼Edjkuk Vamxk 20 Eheh Eksvk½ 900 Oxz Lseh Rd , Precast Tiles/Blocks ( Mosaic Size- 40Mm Thick ) , Mosaic Size 40 Mm Thick , Vitfied Size- 60X60 Cm , Cement Interlocking Block M-30Grade, 60Mm Thick, For Road Work (Manufactured From Fully Computrised Automatic Stationary Hydrulic Vibropressed Machine And Batching Plant Of Class A As Per Bs 6717:2001) , Cement Interlocking Block M-30Grade, 80Mm Thick, For Road Work (Manufactured From Fully Computrised Automatic Stationary Hydrulic Vibropressed Machine And Batching Plant Of Class A As Per Bs 6717:2001) , Factory Made Doors (30 Mm Thick, Solid Core Single Leaf) , Iron (Tor Steel Fe 415/500 For Reinforcement) , Iron Girders, Cornice Iron/Square Rebar/Leaf/Angle Iron, Dkavsnkj Yksgs Dk Rkj (Size 12 Guage Wire And 12 Guage Starct/12 Guage Wire And 14 Guage Strad/14 Guage), Iron Mesh (24 Gauge, 14 Mesh), Cement Concrete Mesh Akash Patal 40 Mm Thick, Enamel Paint, Distemper (Water Bound), Pwuk&Iwrkbz Gsrw ¼Vkjlh@Dyh½ , Izkbej ¼Ydmh@Yksgs Ds Fy,½ , Corrugated Sheet G.I.Sheet 22 Gauge(0.80 M.M.) , Corrugated Asbestos Cement Sheet 6Mm(2.5/2.75X1m) , Pipe (Pvc) 90 Mm. Diameter Pe 80 Pn 06 (Including Ring), Pipe (Pvc) 110 Mm. Diameter Pe 80 Pn06 (Including Ring) , Sanitary- Indian Wc , European Wc , Foot Rest Isjnku , Phuh Fev~Vh Gksbnkj Ew=Nkuh@;Wjhuy 430*350*300Mm E; Difyu] Czsdsv] O Ihohlh Oslv Ikbzi , Gkfk /Kksou Ik=@Okwk Csflku 430*350*300Mm E; Difyu] Czsdsv] O Ihohlh Oslv Ikbzi , Vkj-Lh-Lh- ,Uih 3 G;We Ikbzi E; Dksyj ¼450 Eheh O;Kl½ , Laying And Jointing Pvc Pipe. Heading , Diesel Road Roller 8 To 10 Ton , Tractor Trolley , Tractor Water Tanker Capacity 4000 Liter Water , Cement Concrete Mixer 5-7 Cubic Feet , Ifeiax Lsv 15 ,P0ih0 , Niddle/Plate Vibrator With Operator , Grinding Machine With Operator (Large, Motorized) , Hydraulic Excavator/Jcb (Buck Capacity 0.4Cum) , Kvfjax Ydmh Ds Quvs Dh] E; Cyyh O Vu; Lkexzh E; Vhih] Lbzv Ij Yxkuk] Fu/Kkzfjr Vof/K Ds Ckn Gvkuk , Kvfjax Iykbz Dh] E; Cyyh O Vu; Lkexzh E; Vhih] Lbzv Ij Yxkuk] Fu/Kkzfjr Vof/K Ds Ckn Gvkuk , Kvfjax Yksgs Dh Iysv Dh] E; Cyyh O Vu; Lkexzh E; Vhih] Lbzv Ij Yxkuk] Fu/Kkzfjr Vof/K Ds Ckn Gvkuk
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
7.
Municipal Corporation
|
Uttar Pradesh
|
|
|
BRR:10022172
Tender For Supply And Installation Of Tubewell By Boring And Construction Of Pump House - Drilling of borehole for tubewell construction by DC/RC/DTH Rig machine including transportation, erection, dismantling of rig and associated T&P complete in all aspect including required material, labourer etc. 2 Transportation, erection and dismantling of Rig Machine. 3 Drilling 4 600mm dia DC/RC Drilling upto 100 mtr Deep 5 500mm dia DC/RC Drilling from 101 to 200 mtr Deep 6 Logging of bore hole by departmental/approved electric logger 7 TUBEWELL ASSEMBLY. 8 M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as pertyped design complete in all respect thickness 7mm or more.(Note:- Axial length of reducer without ring shall be measuered with casing pipe.) 9 200mm dia 10 300mm dia 11 Lowering of Tubewell assembly duly welded including welding electrode and shrouding pea gravel complete in all respect.(Note:- Axial length of reducer without ring shall be measuered with casing pipe.) 12 200mm dia 13 300mm dia 14 Develpoment of Tubewell 15 Transportation, Installation dismantling of 250 PSI Compressor 16 Charges for development by 250 PSI Compressor per hour. 17 Transportation, erection Dismantling of 1 cusec/3 OP unit and Yield test 18 Charges for development of Tubewell by 1 cusem OP unit. 19 Chemical and Bacteriological Test of Water sample from departmental/Approved Lab. 20 SITC of pumping Plant inlcuding starter, control panel, cable complete in all respect with all required material T&P labour etc. 21 20 HP 22 SITC of Main piping & Valves with 24 mtr. Column pipe, electronic type chlorinating plant power wiring, earthing, printing, tools set, wiring of pump house (internal & external) chain pulley block and gauges complete in all respect with all required material, T&P labour. 23 100 mm dia size 24 3 mtr long heavy duty column pipe same as above 25 PEA GRAVEL 26 Agra Zone 27 Site clearance & unforseen items. 28 Water Arrangement 29 Water arrangement for boring & to maintain the tubewell bore till lowering of tubewell assembly. 30 Digging pit for water and mud circulation 31 6 sqmm flat three core pVC insulated & PVC sheathed industrial cable for submersible pump motor, 1100 volt, conforming to IS 694(for extra column pipe length). 32 Suppply & Laying of PVC insulated Aluminium armoured cable size 1x3.5/4Cx 16 sqmm or suitable size required from tranformer LV side to meter panel and meter panel to starter/ 33 Excavation in foundation inmixed with moorum shingle kankar requiring the use of special tools and Plants such a pick axes subbals etc. soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/Drain work only 34 Providing and laying cement concrete in 1:5:10 (1 Cement: 5 Fine sand: 10 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. 35 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth andsuperstructure above plinth level up to floor V level in all shapes and sizes in 1:4 Cement mortar 1:4 (1 cement: 4 coarse sand) 36 In foundation and Plinth 37 Superstructure above plinth level 38 Providing and Laying of cement concrete in 1:2:4 (1 cement : 2 course sand : 4 graded store aggregate 20mm nominal size) including supply of all material, labours and T&P etc. required for proper completion of the work. 39 Reinforced Cement Concrete work in walls including attached platers, buttresses plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement in 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size) above plinth level. 40 Mild steel or iron work in plain work such as RCC work wrought to required shape as necessary including its bending and supply of steel, wastage, over lapping and hooks etc. complete required for proper completion of work. 41 M.S. angle iron chaukhat of 40mm X 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of work. 42 Supply and fixing of the Z-section MS window as per department drawing including supply and fitting of handle, locking arrangement etc. complete. 43 Mild Steel Iron Z section windows and ventilators excluding cost of glass panes of but including supply of all materials, its fabrication, nuts and bolts, holdfast, labour and T&P required for proper completion of work as per direction of Engineer-in-charge and also including cost of handles, stays etc, in all respect at site of work. 44 Supply and fixing of 4mm thick glasss panels in panel of Z-section MS iron windows including supply of MS Clip and ISI mark putty etc. required for proper completion of the work. 45 12mm thick Plaster with cement, local sand mortar in 1:6 (over brick work with 3mm floating coat of neat cement including supply of all material, labour, etc. required for proper completion of work. From GL upto super structure. 46 Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works including cost of all material, labour, T&P etc. complete required for proper completion of the work. 47 Distempering with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of the material, labour, T&P etc complete for proper completion of work. 48 As in above item but for every coat after first coat of subsequent coat. 49 Contigency for unseen work @ 2%
|
|
Contract Value:
20.69 Lakhs
|
Contract Date:
18-Apr-2026
|
Contractor Name:
DUBEY ENTERPRISES
|
View Tender Results
|
|
|
|
8.
Western Coalfields Limited
|
Maharashtra
|
|
|
BRR:10021072
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - Gokul Open Cast Mine (Umrer Area, Wcl); Heavy Earth Moving Machine (Hemm) (Water Sprinkler Ws-28-2); Service Provider
|
|
Contract Value:
48698.0
|
Contract Date:
Refer Document
|
Contractor Name:
DEO SUPPLIER & CONSTRUCTION
|
View Tender Results
|
|
|
|
9.
Mahanadi Coalfields Limited
|
Odisha
|
|
|
BRR:10020735
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Truck Chassis Mounted Mist Blower Fog Cannon; Truck Chassis Mounted Mist Blower Fog Cannon
|
|
Contract Value:
1.27 Crore
|
Contract Date:
Refer Document
|
Contractor Name:
JAI MAHAKAL CONSTRUCTION
|
View Tender Results
|
|
|
|
10.
Department Of Agriculture And Farmers Welfare
|
Gujarat
|
|
|
BRR:10020386
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment; Jcb
|
|
Contract Value:
40.11 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
JADAV BUILDERS
|
View Tender Results
|
|
|
|
11.
Urban Development Department
|
Uttar Pradesh
|
|
|
BRR:10020285
Bids Are Invited For Crawler Hydraulic Excavator (V2) (Q2) Total Quantity : 1
|
|
Contract Value:
30.92 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
JSBENGINERING COMPANY
|
View Tender Results
|
|
|
|
|
|
BRR:10020166
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment, 5/7 Ton Tractor With Disc Harrow/ Cultivator/ Tillage Equipments (As Per User Requirements); Tractor Wit.. , Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment; Jcb
|
|
Contract Value:
11.43 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
JASBIR ENTERPRISES SECURITY AND SERVICE
|
View Tender Results
|
|
|
|
13.
Indian Army
|
Arunachal Pradesh
|
|
|
BRR:10020122
Bids Are Invited For Goods Transport Service – Per Trip Based Service - Machinery Equipment; Jcb Backhoe Loader For Hayuliang At 8 Hrs Per Day; Jcb For Hayuliang , Goods Transport Service – Per Trip Based Service - Machinery Equipment; Jcb Backhoe Loader For Chaglohagam At 8Hrs Per Day; Jcb For Chaglohagam , Goods Transport Service – Per Trip Based Service - Machinery Equipment; Jcb Backhoe Loader For Tezu At 8Hrs Per Day; Jcb Backhoe Loader
|
|
Contract Value:
6.17 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
M/S KANISHK ENTERPRISES
|
View Tender Results
|
|
|
|
14.
Mahanadi Coalfields Limited
|
Odisha
|
|
|
BRR:10015849
Bids Are Invited For Hiring Of Earth Moving Equipments, Material Handling Equipments And Cranes (Per Hour Basis) - As Per Buyers Requirement; Earth Moving Equipment; 8 Nos Of Mini Truck Mounted Lighting Tower With Fittings And Dg Set
|
|
Contract Value:
87.57 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
SANTOSH KUMAR SAHOO
|
View Tender Results
|
|
|
|
15.
Mahanadi Coalfields Limited
|
Odisha
|
|
|
BRR:10015522
Bids Are Invited For Customized Amc/Cmc For Pre-Owned Products - Annual Repairing For Bucket Reinforcement By Welding Suitable Wear Plates Of Hydraulic Excavators, Payloaders, Dozers, Reinforcement By Welding Suitable Wear Plates As And When Required In The Amc Contract ..
|
|
Contract Value:
5.42 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
M/S OMM ENGINEERS
|
View Tender Results
|
|
|
|
16.
Urban Development Department
|
Uttar Pradesh
|
|
|
BRR:10014868
Bids Are Invited For Backhoe Loaders (V3) (Q2) Total Quantity : 1
|
|
Contract Value:
31.60 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
PREM VEHICLES PRIVATE LIMITED
|
View Tender Results
|
|
|
|
17.
Department Of Defence
|
Haryana
|
|
|
BRR:10008847
Bids Are Invited For Backhoe Loaders (V3) (Q2) Total Quantity : 1
|
|
Contract Value:
44.75 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
KRISHNA AUTOMOBILES
|
View Tender Results
|
|
|
|
18.
Urban Development Department
|
Uttar Pradesh
|
|
|
BRR:10008496
Bids Are Invited For Backhoe Loaders (V3) (Q2) Total Quantity : 1
|
|
Contract Value:
40.44 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
ALLIANCE INDUSTRIAL MARKETING LLP
|
View Tender Results
|
|
|
|
amphibious excavator (1)
|
|
1.
Agency For Development Of Aquaculture
|
Kerala
|
|
|
BRR:10029850
Tender for Tender For The Pond Development Work Using Crawler Excavator For The Vannamei Farming Project At Govt Fish Farm, Ayiramthengu
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
dredgers (0)
|
|
harvester (1)
|
|
|
|
BRR:10025923
Bids Are Invited For Hiring Of Combine Harvester For Extraction Of Oat Seed Total Quantity : 60
|
|
Contract Value:
1.04 Lakhs
|
Contract Date:
Refer Document
|
Contractor Name:
JALAP ENTERPRISES
|
View Tender Results
|
|
|
|
amphibious (3)
|
|
1.
Haryana Urban Development Authority
|
Haryana
|
|
|
BRR:10030294
Tender for B*04)-A/Mtc. Of Ephs (Sewerage) In Sector-12, U/E, Panipat ‘Cleaning Of Sewer Lines And Manholes By Hiring Suction Jetting Machine (2200Psi) Complete In All Respect -[Dnit No.-158091]
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
2.
Kolkata Metropolitan Development Authority
|
West Bengal
|
|
|
BRR:10027340
Tender for Designing, Manufacturing, Supply, Delivery, Testing And Commissioning And 1-Year Operation & Maintenance Of Truck-Mounted (Compact) Suction Cum Jetting Machines, Pumps, Equipment Etc., All Complete, At Calcutta Leather Complex In Bantala.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
3.
Haryana Urban Development Authority
|
Haryana
|
|
|
BRR:10024063
Tender for Work:-Hiring Of Suction Jetting Machine 2200 Psi Complete In All Respect In Vill. Maheshpur In Sector-21, Panchkula. (A/Mtc. Of P.H. Services In Sector-1 To 21 And I/A Ph-I And Ii, Panchkula)
|
|
Contract Value:
1.60 Lakhs
|
Contract Date:
20-Apr-2026
|
Contractor Name:
BANWASI KUMAR
|
View Tender Results
|
|
|
|
Land Reclamation (1)
|
|
1.
Directorate Of Municipal Administration
|
Maharashtra
|
|
|
BRR:10024663
Tender for Scientific Dumpsite Land Reclamation Through Bio-Mining, Resource Recovery And Scientific Rejects Disposal At Nagar Panchayat Jafrabad Dist. Jalna.
|
|
Contract Value:
Ref. Documents
|
Contract Date:
Refer Document
|
Contractor Name:
|
View Tender Results
|
|
|
|
|