Renovation Of Rani Bandh Talab At Bhelwatand Panchyat Gendnawadih Under Block Topchanchi Dist Dhanbad
Tender Value
2.15 Crore
Estimated cost
Bid Submission
03 Mar 2020
0 days left
EMD
4.31 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Topchanchi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Rani Bandh Talab At Bhelwatand Panchyat Gendnawadih Under Block Topchanchi Dist Dhanbad
BOQ
| Name of Work: Renovation of Rani Bandh Talab, at Bhelwatand, Panchyat : Gendnawadih, Under Block : Topchanchi, Dist. Dhanbad. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing jungle clearance in Borrow area building premises flanks and slopes of the roads canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. all complete job as per approved design, building specification and direction of E/I (5.1.3.1) | 3380 | M2 | |
| 2 | 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pabbles and Boulders up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.2) | 78295.9 | M3 | |
| 3 | 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pabbles and Boulders up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (7.1.43.1) | 52197.3 | M3 | |
| 4 | 4 | Hire charges of 5 H.P. Diesel operated pump for bailing out water form foundation trenches where necessary including cost of fuel pay of operator with depreciation and major repair including profit (Pump Supplied by Agency) Page - 44 of S.O.R. Sl. No. 12 | 100 | Hrs. | |
| 5 | 5 | E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pabbles and boulders up to 300 MM size and disposal of the same (Beyoned 50 MM size from the toe of dam in the country side) with initial lead of 150 M and initial lift of 1.5 M all lifts as per specification and direction of E/I. (5.1.8) | 445.31 | M3 | |
| 6 | 6 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed) (vide clasification of soil Item - C) with disposal of soil (beyoned 50 M from the edge of the trenches) with initial lead of 150 M and lift of 1.5 M as per specification and direction of E/I. (5.1.15.2) | 111.33 | M3 | |
| 7 | 7 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20 MM graded coarses aggregated of required grade as per design and approved quality of sand of requisit F.M. (2.5 to 3.0) washed screened excluding cost of shuttering or form work as well as reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty complete job as per specification and direction of E/I. (5.3.6) | 186.49 | M3 | |
| 8 | 8 | Providing rough dressed random rubble Stone Masonary in CM (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 tpo 3.0 ) washed and screened with raking out joints, curring, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I. (5.4.8) | 127.94 | M3 | |
| 9 | 9 | Providing rough dressed random rubble Stone Masonary in CM (1:4) in Superstructure with approved quality of coarse sand of requisite F.M. (2.5 tpo 3.0 ) washed and screened with raking out joints, curring, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I. (5.4.11) | 68.05 | M3 | |
| 10 | 10 | Providing shuttering, including struting, proping etc. and its removal after use in foundation work as per specification and direction of E/I. (5.3.17) | 196 | M2 | |
| 11 | 11 | Providing 25 MM thick C.P. (1:4) with approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including curring, scafolding, wherever required and its removal royalty etc. complete job as per specification and direction of E/I. (5.5.5) | 120.32 | M2 | |
| 12 | 12 | Providing 1.5 MM thick Cement Punning including curing etc. complete job as per specification and direction of E/I. (5.5.10) | 120.32 | M2 | |
| 13 | 13 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I (6.7.6) | 18 | Nos. | |
| 14 | 14 | Supplying laying boulder in roke toe, hill trenches of the dam as per design, drawing including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.4) | 77.04 | M3 | |
| 15 | 15 | E/W in filling foundation trenches of back filling of masonry structures with suitable earth in layers not exceeding 150 MM thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and lept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I. (6.1.16) | 185.54 | M3 | |
| 16 | 16 | E/W in excavation of foundation trenches in ordinary soil (Vide classification of soil Item - A) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling, raming the foundation trenches removing the roots or shrubs etc. as per specification and direction of E/I. (7.1.27) | 139.43 | M3 | |
| 17 | 17 | Labour for laying, fitting and fixing 300 MM dia, NP 2 Hume Pipe with coulars in lime, level and grade as well as providing approved jointing materials and joints properly filed to make them water proof, all complete as per specification and direction of E/I. (7.6.1.3) | 17.5 | M2 | |
| 18 | 18 | Supply of 300 MM dia NP 2 Hume Pipe from factory work site (schedule rate WRD page 28, M - 215 (5) | 17.5 | M2 | |
| 19 | 19 | Carriage of Materials : (i) Cement Lead 25 KmP | 92 | M.T. | |
| 20 | 20 | (ii) Sand Lead 20 KmP | 159.16 | M3 | |
| 21 | 21 | (iii) Stone Chips Lead 20 KmP | 167.83 | M3 | |
| 22 | 22 | (iv) Stone Boulder Lead 20 KmP | 273.03 | M3 | |
| 23 | 23 | (vi) 300 MM Dia N.P. - 2 H.P. Lead 60 KmP | 17.5 | M | |
| 24 | 24 | G.S.T. @12% | 1 | each | |
| 25 | 25 | Labour cess 1% | 1 | each |
AI Tender Summary
Tender Timeline
Feb 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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