View Bid Results For Trimix Flooring Tenders

We found 60 Bid Results related to trimix flooring tenders. You can find Contractor details who won trimix flooring tenders along with contract details in Bid awards announcements section.

Filters
Stage
42
12
6
Tender Publishing Platform
60
State / UT
5
42
15
1
1
1
Contract Value
18
12
22
8
Publish Date
0
0
0
0
0
Sector
8
24
20
4
4
3
3
1
1
Ownership
3
37
19
4
Within keyword
Active filters:
Showing 1–2 of 60 tenders matching your filters
1.
Public Administrative Department #10917977 Technical Bid
Tender for Earthwork In Cutting Or In Embankment In Ordinary Soil With Cartage Of Earth From 8 Km As Per Si No 253(A) , 261© , 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 Roller To Achive Desire Density Complete As Per Technical Specification Clause As Per Mord 401 , Concrete Work In 1:6:12 Cement, C/ Sand, And 40 Mm Brick Ballast Including Supply Of All Materials, Labour , T & P Etc. As Per S.I.No 273 , M-150 Class Boundary Wall In 1:4 Cement, Coarse Sand 1.25 F.M Motar In Foundation And Plinth Including Supply Of All Materials, Labour , T & P Etc. As Per P.W.D. S.I. No. 305(A) , Construction Of Un-Reinforced Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With Grade Cementcoarse Aggregate Not Exceeding 25 Mm, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, 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 Construction Joints, Applying Debonding Strips, Primer, Sealant, Near Approaches To Bridge/Culvert And Construction Joints, 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 Finished With Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. , 12 Mm Thick Plaster In 1:4 Cement And Coarse Sand Mortar On Brick Work Minimum Thickness Not To Be Less Than 1 Cm. Including Supply Of All Materials, Labour,T & P Etc. As Per Si No 584(A) , plain cement concrete Work In 1:2:4 Cement, C/ Sand, And 20 Mm Stone Grit Including Supply Of All Materials, Labour , T & P Etc. As Per S.I.No 279(A) , Reinforced Cement Concrete Work 1:1.5:3 In Cement C.Sand And 20 Mm Stone Grit In Door Sills, Chaukhat, Boundry Post Etc As Per Si No 282(A) For Road Xing , M.S. (Tor Steel Or Plain) In Plain Work Such As Reinforced Cement Concrete Or R.B. Work Including Bending For Proper Shape And Including Supply Of Steel & Its Wastage. Bend Hooks, And Authorised Overlapping Shall Be Measured And Including Cost Of Bindng Wire. , Supply And Fixing Of Granite Stone With Complete Work Details Engraved , Add 18 % Gst Amount
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
4.
Public Administrative Department #10342943 Price Bid
Tender For Cc Road Work From Meera Reti Chaurae To Irrigation Departments Drain Puilya Under The Nikay - Earth work in filling including cartage upto 5 km. all complete analysis rate 2 consolidationof GSB by providingwell grade material spreading in uniform size and shape. 3 supply of stone Ballast of 22.4-53mm guage stone blaast including suplly of stone ballast of approved quarry royalty carriage upto site loading unloading stacking testing charges trade tax and other taxesetc. 4 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501.PWD SOR 2022 20.11 New item 5 Work name Sign Board
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
5.
Public Administrative Department #10330476 Price Bid
Tender For Ward-06/32 Gihara Basti, From Netaji Market To Kunwarpal Gihara, Road Construction And Drain Repair Work By Cc - Dismantling Of old RCC coverd slab/ Ramp including stacking of all materialat site 2 Dismantling of old damaged cement concrete Interlocking paver Tiles road incloding stacking of all material at site 3 Dismantling Of old damaged Brick work in cement mortar 4 Excavation work for Drain/Nala in foul condition of Soilincluding, lift upto 1.50 M and lead Upto 30m 5 Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) 6 M-150 First class B/w in 1:4 Cement Csand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work 7 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 8 Providing and layingcement concretewith 1:2:4 (1cement 2 coarse sand and 4 graded stone ballast 20 mm nominal size) and curing complete, supply of all materials, curing, labour and T&P etc. required for proper completion of work as per direction of E/I) As per SI. No.279(a) 9 Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast 10 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. 11 Cartage for Disposal of all malba surpluse earth etc upto 5.00 Km 12 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 13 Supply and fixing of inoguration black granite stone padestal i/c grooving matter, b/w, plaster, painting etc all complete work 14 RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab 15 Supply, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including supply of all material, labour, Tools & Plants etc. required for proper completion of work 16 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work 17 Deduct cost of oldbrick bats 18 Deduct cost of old Interlocking Paver Tiles 19 GST 18 %
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
7.
Rural Development #10206085 Price Bid
Gpgkh / Etender / Mat / Lab / 22-23 Providing Supplying Material And Labour Services For Various Different Development Work At Grampanchayat ( 15Th Finance Zp ) - 2 Cement 53 Gred 50Kg Bag 3 Vsi / Natural Sand 4 Crush Metal 5 Crush Metal 60 / 40Mm 6 Crush Metal 40Mm 7 Crush Metal 25Mm 8 Crush Metal 20Mm 9 Crush Metal 12Mm 10 Crush Metal 6Mm 11 Hard Murum 12 Soft Murum 13 Metal 14 Crush Sand 15 Wbm 16 Information Board 17 Rubble Stone Soling 15 Cm To 20 Cm 18 Second Class Burnt Brick 6X9inch 19 Tmt Fe 500 Bar Steel 20 Ceramic Tile 30 Cm X 30Cm Flooring 21 Ceramic Tile 30 Cm X 30Cm Skirting 22 15 Mm Dia Screw Down Bib / Stop Tap Of Brass 23 Pvc Pipe Of 75Mm Dia Fitting Such Bends, Tees Reducers , Clamps Etc 24 Water Proofing Liquid 25 Earthware Orissa Type Wc Pan 580Mm Dia 26 Lipped Flat Corner Type Corner Pvc 5 Liters 32Mm Dia Pvc Flush Pipe 27 Wash Basin 515Mm X 615Mm X 460Mm With Cp Angular Stop Cock 28 Telephone Black / Amba White / Cadburybrown / Ruby Red / Occean Brown Granite Stone Of 18 To 20 Mm Thick 29 Weep Holes Of 100 Mm Dia Ac / Pvc Pipes 30 Concrete Pipe Of Np Class Of 300Mm 31 900 Mm Dia Rcc Pipe 32 Round Chamber & 1.50 M Depth 33 Round Chamber & 2.0 M Depth 34 Filling In Plinth The Floors 15Cm To 20 Cm 35 Excavator 36 Concrete Mixer 37 Tractor With Trolly 38 Dumper 39 Supply Round 21 Inch Chamber Cover 40 Water Tanker 41 Roller 42 Trimix Machine 43 Providing And Supplying Labour 44 Excavation In Soil Soft Murum 45 Excavation In Hard Murum 46 Excavation In Soft Rock 47 Excavation In Hard Rock 48 Labour 49 Spreading Murum Hard / Soft 50 Spreading Metal 51 Bricks Contruction Labour 52 900 Mm Dia Rcc Pipe Laying Connection Wages 53 Plaster Labour 54 Tiles Fitting Labour 55 Removing And Dismalting Labour 56 Round 21 Inch Chamber Construction Wages 57 Refilling The Trenches
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
8.
Rural Development #9941912 AOC
Tender For In Ward-39, Rakesh Road, From House No. 3Rd K-22 Via Vakil Saheb To Shri Krishna Disposal And From Banke Bihari Jewellers To Sukhdev Shop, Work Of Drain And Cc Road Is Underway. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200feet). 3 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. 4 earth workin excavation in ordinary soil 5 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 6 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 7 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) 8 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) 9 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 11 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 12 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 13 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. 14 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials, labour, tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 15 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 16 Deduct of old bick Bats 17 Deduct of old Brick 18 Deduct of old TILES 19 Disposal of malwa with 8km distance 20 GST
Contract Date: May 21, 2026 Contract Value : 12.87 Lakh
Local Bodies No of Bidders 5
Uttar Pradesh View Result →
9.
Defence #9748338 Technical Bid
Tender For Term Contract 2025-26 Repairs/Improvements To Cantt. Fund Public Group Latrines (Pgl).; Supplying and installation of marble plate with engraving of letters, painting of letters complete as directed. S/F interior paving block as per drawing, design, paving blocks 60 to 65mm tk with top layer in cement mortar 1:2, 10-12mm tk ionized topping, 70-100kg/sqm capacity in grey/grey base colour rubber moulded Fixing on 50mm tk Grit/Sand layers compacted with speed vibrator in level and fixing of block on the surface filling the joint with fine sand, filling side of curving grey/colour cement mortar 1:1, compacting the total surface with vibrator including curing, any lead lift, producing testing certificate of block etc complete. Providing and fixing in position Aluminum sliding window with mat finish anodized and with PVC packing bearing and, lock etc complete. a) 2 track-2 shutters b) 3 track-3 shutters (Note: Add extra Rs.200/sqm for coloured powdered coating) Hiring charges for JCB including diesel, payment of driver/attendant & supervisor etc. complete. Hiring of dumper including diesel, payment of driver/attendant & supervisor etc complete. Trimix finishing to concrete work including providing all machinery for this job (mechanical vibrator, compactor, water removal machinery from concrete surface, leveling fan, necessary iron formwork, concrete cutting machine for expansion/contraction joints, with brushing work including all labour incl electrical supply work etc. complete S/F polish shahabad stone flooring 30mm tk including screeding bed in CM 1:6, 35mm tk polishing etc. complete. S&F Rolling shutter with grill type with all up down movement fitting, locking arrangement handle bearing 24 guage MS galvanized sheet cover red oxide one coat synthetic painting & two coat complete as directed & in any position S & F RCC precast covers with frames complete square/rectangular of Pratibha, Vardhman, Bharat or KK make only. Medium Duty 1 6^ prime prime *2^ prime 0^ prime prime underline 2 0^ prime prime *2^ prime 0^ prime prime underline 1 6^ prime prime *3^ prime 0^ prime prime 2 0^ prime prime *3^ prime 0^ prime prime 3 0^ prime prime *3^ prime 0^ prime prime Heavy Duty 1 6^ prime prime *2^ prime 0^ prime prime 2 0^ prime prime *2^ prime 0^ prime prime 1 6^ prime prime *3^ prime 0^ prime prime 2 0^ prime prime *3^ prime 0^ prime prime underline 3 0^ prime prime *3^ prime 0^ prime prime Supply, laying precasted RCC half round channels of approved make pointed in CM 1:1 in any site condition and position (water/foul) incl transportation, etc. 150mm ( 6 ^ prime prime ) día. 250mm (10) dia. 300mm (12) dia. 450mm ( 18 ^ prime prime ) dia. 600mm ( 24 ^ prime prime ) dia. Removing, relaying old half round RCC channels any diameter work in foul, jointing, transporting, etc. complete as directed
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
10.
Rural Development #9510727 Technical Bid
Tender For Ward-09, Shibbanpura Construction Of Cc Road And Drain From Om Medical To Billu And Manoj To Deepchand And Shankal Lal To Rajveer Wali Gali. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet). 3 Earth work in embankment 4 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 5 M-150 class B/w in 1:4 Cement Csand mortor in including supply of all meterial labour t&P etc required for proper completion of work 6 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 7 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 8 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 9 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 11 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 12 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 13 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 14 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. 15 Deduct of old bick Bats 16 Deduct of old Brick 17 Disposal of malwa with 8km distance
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
11.
Rural Development #9510674 Technical Bid
Tender For In Ward-33, Bajaria Kirtan Wali Gali, Work Of Interlocking And Drain Construction From Doctor Saheb House To Lalit Bhai House And Construction Of Rcc Road From Sangeeta Kinnar House To Pintu Bhai House In Sarayanjar Ali. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200feet). 3 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. 4 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03. 5 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 6 M-150 class B/w in 1:4 Cement Csand mortor in including supply of all meterial labour t&P etc required for proper completion of work 7 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 8 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 9 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 11 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 12 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 13 Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022. 14 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. 15 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 16 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 17 Deduct of old bick Bats 18 Deduct of old Brick 19 Deduct of old Tiles 20 Disposal of malwa with 8km distance
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
12.
Rural Development #9510664 Technical Bid
Tender For In Ward-92, Islamnagar, From Nizami Mosque To Suleman House And In The Lane Of Moobin And Arif, Construction Of Drains And Cc Road On Both Sides. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. 3 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) 4 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1infoundations andunderfloors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 5 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) 6 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) 7 S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge (AS PER PWD SOR 2020 RMR) 8 Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR 9 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405 10 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 11 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 12 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 13 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 14 Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). 15 Deduct of Old Tiles 16 GST
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
13.
Rural Development #9510568 Technical Bid
Tender For Ward-09, Shibbanpura House No. 380 To Panditji And Omprakash Masterji To Rajendra Singh And Deepak Wali Gali, Construction Of Cc Road And Drain. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet). 3 Earth work in embankment 4 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 5 M-150 class B/w in 1:4 Cement Csand mortor in including supply of all meterial labour t&P etc required for proper completion of work 6 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 7 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 8 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 9 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 11 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 12 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 13 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 14 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. 15 Deduct of old bick Bats 16 Deduct of old Brick 17 Disposal of malwa with 8km distance 18 GST
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
14.
Public Administrative Department #9479808 Technical Bid
Tender For Construction Work Of Cc Road From Haji Irfans Shop To Khijar Bhais House In Ward Number 20 Mohalla Kot - Sub head & detail of work 2 Dismentalling of old interlocking tilesfrom roads and stacking of old interlocking tiles including all.SI NO-17.17New item. 3 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. 4 M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20F.M. MORTAR.S.I. 305(A) 5 P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a). 6 12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582. 7 R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone griti/c all complete .S.I.No.283a 8 M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504. 9 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. 10 Supply & Fixing Sign Bord Patiya Size 2/3 Including Fixing. 11 GST 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
15.
Rural Development #9464320 Technical Bid
Tender For In Ward 58 Mawai, The Damaged Road From Khemchand To Ramgopal, Sharda House To Dr. Rakesh, Kirpal To Shripal Has Been Repaired To Cc River. Road Improvement Work By - Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.SOR 2022 S.I N0 694 2 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 16.83 3 Deduct the cost of old tiles etc A.R 4 Dismantling sundries brick work including stackingof dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692 5 Deduct the cost of old bricks S.I N0-1(A) SOR-2020 6 Ded the cost of old bricks /batts S.I N0-1(F) SOR-2020 7 Disposal of earth up to 8.00 Km from site including etc. all complete work. S.I N0-231(A) SOR-2022 8 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etcall complete as per the direction of engineer in charge. RMR 9 Cement Concrete with 4 cm guge approved brick ballast, Fine sand & cement in the proportion of 12:6:1 including supply of all matrials, labour, tools and plants etc. required for proper completion of the work. S.I N0-273 SOR-2022 10 M-150 Brick work in 1:4 one cement and fourcourse sand mortar in foundation and plinth Including suppy of all material labour,T&P etcrequired for proper completionof the work S.I No 305(a) SOR-2022 11 S/L 12 mm thcik plaster (1:4) with cement & coarse sandincluding all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.SOR 2022 S.I N0-584 New item 12 S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge ( As per PWD SOR 2020 RMR) 13 Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge.SOR 2022 S.I No-752 14 Construction of un-reinforcedplain 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 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, 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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, approaches near to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501S.I.No.20.11 New item a 15 RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. But for Slabs (As per S.I.No. 283 a) SOR-2022 New item 16 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1 17 P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballastetc all complete.S.I No 279 (a)SOR 2022.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 1
Uttar Pradesh View Result →
16.
Housing Urban and Rular Development #9462421 Technical Bid
Tender for Special Repair Work At Dadri Kathera Road In District Gautambudhnagar - Part-A (Bituminous Work)Earth work in Embankment (For Patri) with ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in patries should be including ramming and dressing the surface to required levels and slopes as directed by the Engineer incharge.Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 2 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3.Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 3 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 4 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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 5 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 6 Part-B (C.C. Work)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. Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 7 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 8 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 9 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move). Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. SI.No. 251a 10 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. SI.No. 281 11 R.C.C. work with Cement approved coarse sand and 2 cm.(3/4) gauge approved stone ballast in the proportions of 1:2:4 in lintels fo doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I., binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Excluding cost of Binding wire. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. SI.No. 283 12 Supplying, fitting and placing with MS bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 13 Part - A (Bitiminous Work) 05 years Maintenance Charge @15% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00 14 Second year Maintenance Charge @ 1.50 % 15 Third year Maintenance Charge @ 3.00% 16 Fourth year Maintenance Charge @ 4.50% 17 Fifth year Maintenance Charge @ 6.00% 18 Part - B (C.C. Work) 05 years Maintenance Charge @ 2.5% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00% 19 Second year Maintenance Charge @ 0.25 20 Third year Maintenance Charge @ 0.50% 21 Fouth year Maintenance Charge @ 0.75% 22 Fifth year Maintenance Charge @ 1.00%
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 1
Uttar Pradesh View Result →
17.
Power #9441623 Technical Bid
Tender For Maintenance Of Sgr Building And Related Civil Work At 33/11 Kv Substation Pakhrauli District Banda And Construction Of Approch Road And Other Related Work At 33/11 Kv Substation Pailani District Banda, 1 Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) 2 Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 kmoutside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) 3 Concrete with 4cm gaugestone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) 4 Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) 5 Precast cement concrete door sills, chaukhats boundary posts,shelves and similar small work with cement, approved coarse sand(F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22) 6 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. . (CSI No. 5.23) 7 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3inslab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P (CSI No. 5.24) 8 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) 9 RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in RCC T beam-slab and column, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.29) 10 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) 11 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in super structure but for walls of one brick thickness.Add for extra labour to the rates. (CSI No. 6.08)[CSI NO 6.01+6.07+6.08] 12 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5mortar 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) 13 2 cm. thick damp proof course with 1:2 cement and approved coarsesand (F.M.1.8 to 2.5) mortar with liquid water proofing material as ordered by the Engineer-In-charge in the proportion as specified by the manufacturer, including supply of all materials, labour and T&P etc. (CSI No. 7.01) 14 Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials,labour & T&P etc. required for proper completion of work. (CSI No. 8.57) 15 Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (CSI No. 8.63) 16 Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) 17 TMT/Tor steel in plain work such as reinforced concrete orreinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending forproper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03) 18 Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07) 19 Supply and fixing galvanised mosquito proof jali (16x24 gauge) withM.S. flat of 20 x 3 mm. size, on both sides screwed or welded to windowor door frame. (CSI No. 9.18) 20 S/F welded wire mesh size 75x25mm and rectangularmade out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labourand T&P etc. required for proper completion of work . except cost of M.S angle and flat. (CSI No. 9.22) 21 S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 Mhigh including fixing to vertical posts, horizontal runners with 10mm dia.40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23) 22 Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) 23 P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37) 24 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work.(CSI No. 11.07) 25 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09) 26 Add for extra labour to all items of plaster if done in ceiling. (CSI No. 11.10 27 Add for extra labour and materials for plaster over rough face ofone brick thick wall. (CSI No. 11.12) 28 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of onepart of cement and two parts of approved coarse sand laid inpanels finished with 3mm.floating coat of neat cement or cementand marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.13) 29 S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cementmortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15) 30 Making drip coarse (25x12) mm in 1:2 cement and coarse sandincluding supply of all materials, labour and T&P etc requiredfor proper completion of work. (CSI No. 11.19) 31 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20) 32 2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specifiedand including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge I class brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work.(CSI No. 12.01) 33 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) 34 First class bricks on edge floor laid dry, joints sand filled,including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required forproper completion of the work. (CSI No. 12.07) 35 Supply and Laying 8 mm thickglazed floor tiles of Somany, Johnson or equivalent make, , laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 12.11) 36 Providing and fixing glass strips of 3.15 mm thickness & 40mm depth in jointsof floor and skirting at the time of laying floors, flush withfloor level including supply of all materials, labour& T&P etc. required for proper completion of work. (CSI No. 12.14) 37 providing and fixing 8 mm thick vitrifiedtiles in flooring or skirting with adhesive of approved quality on existing smooth floor including cost of all material, labour and T&P required for proper completion of the work. (CSI No. 12.19) 38 Painting or varnishing new iron work in small areas or new woodwork with one coat of ready mixed priming paint and one coat ofapproved superior quality ready mix paint Luxol or equivalentbrand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) 39 As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) 40 As in item 13.01 above but for every coat on previously paintedold wood or iron work including its sand papering,rubbing andcleaning as required, for proper completion of work. (CSI No. 13.03) 41 One priming coat and one coat oil bound distemper on new work includingsupply of all materials,labour and T&P etc. required for propercompletion of the work. (CSI No. 13.08) 42 As in item 13.08 but for every coat after the first coat. (CSI No. 13.09) 43 As in item 13.08 but for every coat on previously old oil bound distemper surface.(CSI No. 13.10) 44 Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20) 45 Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work.(CSI No.13.21) 46 Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25) 47 Same as above in item no. 13.25 but for every coat after first coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint. (CSI No. 13.26) 48 Same as above in item no. 13.25 but one coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint on previously painted surface. (CSI No. 13.27) 49 Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. (CSI No. 15.01) 50 Dismantling cement concrete or brick or granolithic floorsincluding base concrete and including stacking of dismantledmaterials as directed by the Engineer In-charge within a distanceof 60 metres. (CSI No. 15.05) 51 Dismantling existing plaster including disposal of refuse asdirected by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11) 52 Scrapping old white or colour wash or distemper including disposal of refuseas directed by the Engineer-I/C within a distance of 60 M. (CSI No. 15.12) 53 Dismantling of existing damaged Mud Faska over the roof. Cleaning the surface with wire brush, removal and disposal of rubbish at adistace 100 Meters also including the cost of cleaning and stacking of usable materials etc., including all labour, material required for proper completion of work. (CSI No. 15.14) 54 Laying cement concrete road slabconsisting of 1 part cement 2part approved coarse sand and 4 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape,finishing with TRIMIX machine ,concrete hardner and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.12) 55 Providing and fixing 12mm thick particle board of commercial quality 125 mm deep for making partitions of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work. (CSI No. 18.15) 56 Renewing panes of 4 mm glass including supply of glass with putty and brads including supply of all materials, labour and t&P etc. required for proper completion of the work.. (CSI No. 20.04) i 57 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.L drops 16 mm dia x 300 long. (CSI No. 20.17)a 58 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Tower bolts 10 mm dia x 250 mm long.(CSI No. 20.17b) 59 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Iron hinges 100 mm size.12 gauge.thick(CSI No. 20.17d) 60 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.M.S.handles 100 mm size (CSI No. 20.17f) 61 Cleaning and opening of chocked W.C./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(Analysis based on NBO - 11 25.020.(CSI No. 20.19) 62 S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge.(CSI No. 20.21) 63 Attending to petty maintenance service like plumbingservice,welder service, mansion service and carpenter servicerequired as Job attending by one no. Plumber/welder/mason/carpenter with oneno. helper per hour or part of an hour. CSI 22.18 64 Providing and fixing 15 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)a 65 Providing and fixing 20 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)b 66 Providing and fixing15 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)a 67 Providing and fixing 20 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)b 68 Providing and fixing PVC CONNECTION PIPE, 300X15 with 2 brass units ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(CSI No. 26.09)(a) 69 Supply and fixing of Syntex or equivalent make water storage tank including all materials, labours, T&P etc required for proper completion of work. (CSI No. 26.12) 70 P/FBRASS BIB COCK, 15 mm dia (400 gsm) ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.13) 71 P/F BRASS STOP COCK, 15 mm dia ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.14)a 72 Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17) 73 P/F 15 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.19) 74 P/F 20 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.20) 75 P/F 25 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.21) 76 Providing and fixing first quality white glazed Orissa pattern W.C.Pan Hindustan, Cera make. size 580 mm.(Hindustan,Cera Make) with out P trapincluding supply of all materials,labour and T&P etc.complete. (CSI No. 27.01) 77 Providing and fixing 450X300 mm wash hand basin of white glazed earthern ware first quality I.S.I. marked (Hindustan,Neycer / Cera make) including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 27.10) 78 Providing and fixing 10 litres low level PVC flushing cistern, COMPLETE WITH ALL FITTINGS including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.12) 79 Providing and fixing in position 32 mm. dia P.V.C. flush pipe. for W.C. with unions, bends etc. including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.13) 80 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.19) 81 Providing and fixing 100 mm dia PVC P or S trap including cement concrete and all materials, labour cartage T&P etc.required for proper completion of the work.(For W.C.) (CSI No. 27.24) 82 Providing and fixing CI GRATING 100 mm dia includingall materials, labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.25) 83 Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,131C+187A) 84 Wiring point for plug with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour wash. (PWD ELE. SCH.2018,134C+187C) 85 Wiring point for exhaust fan with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,137C+187D) 86 Supply and fixing and concealing of 20 mm dia 2 mm thick PVC conduit pipe with ISI marked embossed and with PVC accessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the complete piping rigid, plastering with cement sand mortor finished to the level with matching colour wash including costof all materials, labour and T&P etc.required for propercompletion of the work.(PWD ELE. SCH.2018,148A) 87 S/F of 6/10/16/20/25/32 Amp. SP MCB (10 KA ) C Curveof approved make and as per sample approved by E/I (PWD ELE. SCH.2018,1002 CAT-B) 88 S/F surface/flush mounting 4 ways SPN distribution board without MCB with additional metal door complete in all respect as per direction of E/I. (PWD ELE. SCH.2018,1022 CAT-B) 89 Supply and fixing of power plug with 20 amp/250 volt flush type modular switch and 5pin 20A/250V flush type universal modular socket switch on concealed M.S.Boxincluding suplly of all materials ,labour T&P etc. required for proper completion of work (PWD Elec.Sch.2018 Item No.1139 A) 90 Providing and fixing 12 mm thick Industrial tiles size 400 x 400 mm or more of Kajaria or approved make and colour usingin different sizes (thickness to be specified by the manufacturer) conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (NSI) 91 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.(NSI)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
18.
Power #9441621 Technical Bid
Tender For Maintenance Of Sgr Building, Roof Treatment, Water Supply And Related Civil Work At 33/11 Kv Substation Maudaha-Ii And Bharua Sumerpur District , 1 Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) 2 Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 kmoutside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) 3 Concrete with 4cm gaugestone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) 4 Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) 5 Precast cement concrete door sills, chaukhats boundary posts,shelves and similar small work with cement, approved coarse sand(F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22) 6 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. . (CSI No. 5.23) 7 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3inslab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P (CSI No. 5.24) 8 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) 9 RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in RCC T beam-slab and column, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.29) 10 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) 11 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in super structure but for walls of one brick thickness.Add for extra labour to the rates. (CSI No. 6.08)[CSI NO 6.01+6.07+6.08] 12 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5mortar 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) 13 2 cm. thick damp proof course with 1:2 cement and approved coarsesand (F.M.1.8 to 2.5) mortar with liquid water proofing material as ordered by the Engineer-In-charge in the proportion as specified by the manufacturer, including supply of all materials, labour and T&P etc. (CSI No. 7.01) 14 Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials,labour & T&P etc. required for proper completion of work. (CSI No. 8.57) 15 Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (CSI No. 8.63) 16 Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) 17 TMT/Tor steel in plain work such as reinforced concrete orreinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending forproper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03) 18 Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07) 19 Supply and fixing galvanised mosquito proof jali (16x24 gauge) withM.S. flat of 20 x 3 mm. size, on both sides screwed or welded to windowor door frame. (CSI No. 9.18) 20 S/F welded wire mesh size 75x25mm and rectangularmade out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labourand T&P etc. required for proper completion of work . except cost of M.S angle and flat. (CSI No. 9.22) 21 S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 Mhigh including fixing to vertical posts, horizontal runners with 10mm dia.40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23) 22 Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) 23 P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37) 24 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work.(CSI No. 11.07) 25 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09) 26 Add for extra labour to all items of plaster if done in ceiling. (CSI No. 11.10 27 Add for extra labour and materials for plaster over rough face ofone brick thick wall. (CSI No. 11.12) 28 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of onepart of cement and two parts of approved coarse sand laid inpanels finished with 3mm.floating coat of neat cement or cementand marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.13) 29 S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cementmortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15) 30 Making drip coarse (25x12) mm in 1:2 cement and coarse sandincluding supply of all materials, labour and T&P etc requiredfor proper completion of work. (CSI No. 11.19) 31 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20) 32 2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specifiedand including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge I class brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work.(CSI No. 12.01) 33 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) 34 First class bricks on edge floor laid dry, joints sand filled,including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required forproper completion of the work. (CSI No. 12.07) 35 Supply and Laying 8 mm thickglazed floor tiles of Somany, Johnson or equivalent make, , laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 12.11) 36 Providing and fixing glass strips of 3.15 mm thickness & 40mm depth in jointsof floor and skirting at the time of laying floors, flush withfloor level including supply of all materials, labour& T&P etc. required for proper completion of work. (CSI No. 12.14) 37 providing and fixing 8 mm thick vitrifiedtiles in flooring or skirting with adhesive of approved quality on existing smooth floor including cost of all material, labour and T&P required for proper completion of the work. (CSI No. 12.19) 38 Painting or varnishing new iron work in small areas or new woodwork with one coat of ready mixed priming paint and one coat ofapproved superior quality ready mix paint Luxol or equivalentbrand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) 39 As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) 40 As in item 13.01 above but for every coat on previously paintedold wood or iron work including its sand papering,rubbing andcleaning as required, for proper completion of work. (CSI No. 13.03) 41 One priming coat and one coat oil bound distemper on new work includingsupply of all materials,labour and T&P etc. required for propercompletion of the work. (CSI No. 13.08) 42 As in item 13.08 but for every coat after the first coat. (CSI No. 13.09) 43 As in item 13.08 but for every coat on previously old oil bound distemper surface.(CSI No. 13.10) 44 Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20) 45 Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work.(CSI No.13.21) 46 Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25) 47 Same as above in item no. 13.25 but for every coat after first coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint. (CSI No. 13.26) 48 Same as above in item no. 13.25 but one coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint on previously painted surface. (CSI No. 13.27) 49 Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. (CSI No. 15.01) 50 Dismantling cement concrete or brick or granolithic floorsincluding base concrete and including stacking of dismantledmaterials as directed by the Engineer In-charge within a distanceof 60 metres. (CSI No. 15.05) 51 Dismantling existing plaster including disposal of refuse asdirected by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11) 52 Scrapping old white or colour wash or distemper including disposal of refuseas directed by the Engineer-I/C within a distance of 60 M. (CSI No. 15.12) 53 Dismantling of existing damaged Mud Faska over the roof. Cleaning the surface with wire brush, removal and disposal of rubbish at adistace 100 Meters also including the cost of cleaning and stacking of usable materials etc., including all labour, material required for proper completion of work. (CSI No. 15.14) 54 Laying cement concrete road slabconsisting of 1 part cement 2part approved coarse sand and 4 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape,finishing with TRIMIX machine ,concrete hardner and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.12) 55 Providing and fixing 12mm thick particle board of commercial quality 125 mm deep for making partitions of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work. (CSI No. 18.15) 56 Renewing panes of 4 mm glass including supply of glass with putty and brads including supply of all materials, labour and t&P etc. required for proper completion of the work.. (CSI No. 20.04) i 57 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.L drops 16 mm dia x 300 long. (CSI No. 20.17)a 58 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Tower bolts 10 mm dia x 250 mm long.(CSI No. 20.17b) 59 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Iron hinges 100 mm size.12 gauge.thick(CSI No. 20.17d) 60 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.M.S.handles 100 mm size (CSI No. 20.17f) 61 Cleaning and opening of chocked W.C./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(Analysis based on NBO - 11 25.020.(CSI No. 20.19) 62 S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge.(CSI No. 20.21) 63 Attending to petty maintenance service like plumbingservice,welder service, mansion service and carpenter servicerequired as Job attending by one no. Plumber/welder/mason/carpenter with oneno. helper per hour or part of an hour. CSI 22.18 64 Providing and fixing 15 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)a 65 Providing and fixing 20 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)b 66 Providing and fixing15 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)a 67 Providing and fixing 20 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)b 68 Providing and fixing PVC CONNECTION PIPE, 300X15 with 2 brass units ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(CSI No. 26.09)(a) 69 Supply and fixing of Syntex or equivalent make water storage tank including all materials, labours, T&P etc required for proper completion of work. (CSI No. 26.12) 70 P/FBRASS BIB COCK, 15 mm dia (400 gsm) ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.13) 71 P/F BRASS STOP COCK, 15 mm dia ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.14)a 72 Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17) 73 P/F 15 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.19) 74 P/F 20 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.20) 75 P/F 25 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.21) 76 Providing and fixing first quality white glazed Orissa pattern W.C.Pan Hindustan, Cera make. size 580 mm.(Hindustan,Cera Make) with out P trapincluding supply of all materials,labour and T&P etc.complete. (CSI No. 27.01) 77 Providing and fixing 450X300 mm wash hand basin of white glazed earthern ware first quality I.S.I. marked (Hindustan,Neycer / Cera make) including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 27.10) 78 Providing and fixing 10 litres low level PVC flushing cistern, COMPLETE WITH ALL FITTINGS including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.12) 79 Providing and fixing in position 32 mm. dia P.V.C. flush pipe. for W.C. with unions, bends etc. including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.13) 80 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.19) 81 Providing and fixing 100 mm dia PVC P or S trap including cement concrete and all materials, labour cartage T&P etc.required for proper completion of the work.(For W.C.) (CSI No. 27.24) 82 Providing and fixing CI GRATING 100 mm dia includingall materials, labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.25) 83 Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,131C+187A) 84 Wiring point for plug with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour wash. (PWD ELE. SCH.2018,134C+187C) 85 Wiring point for exhaust fan with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,137C+187D) 86 Supply and fixing and concealing of 20 mm dia 2 mm thick PVC conduit pipe with ISI marked embossed and with PVC accessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the complete piping rigid, plastering with cement sand mortor finished to the level with matching colour wash including costof all materials, labour and T&P etc.required for propercompletion of the work.(PWD ELE. SCH.2018,148A) 87 S/F of 6/10/16/20/25/32 Amp. SP MCB (10 KA ) C Curveof approved make and as per sample approved by E/I (PWD ELE. SCH.2018,1002 CAT-B) 88 S/F surface/flush mounting 4 ways SPN distribution board without MCB with additional metal door complete in all respect as per direction of E/I. (PWD ELE. SCH.2018,1022 CAT-B) 89 Supply and fixing of power plug with 20 amp/250 volt flush type modular switch and 5pin 20A/250V flush type universal modular socket switch on concealed M.S.Boxincluding suplly of all materials ,labour T&P etc. required for proper completion of work (PWD Elec.Sch.2018 Item No.1139 A) 90 Providing and fixing 12 mm thick Industrial tiles size 400 x 400 mm or more of Kajaria or approved make and colour usingin different sizes (thickness to be specified by the manufacturer) conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete NSI 91 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.NSI
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 6
Uttar Pradesh View Result →
19.
Power #9441620 Technical Bid
tender for Maintenance Of Sgr Building, Roof Treatment, Water Supply And Related Civil Work At 33/11 Kv Substation Kurara District Hamirpur And Construction Of Switch Yard Fencing And Other Related Civil Work At 33/11 Kv Substation Gohand District Hamirpur, 1 Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) 2 Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 kmoutside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10) 3 Concrete with 4cm gaugestone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) 4 Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) 5 Precast cement concrete door sills, chaukhats boundary posts,shelves and similar small work with cement, approved coarse sand(F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22) 6 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. . (CSI No. 5.23) 7 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3inslab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P (CSI No. 5.24) 8 RCC work with cement, approved coarse sand(F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) 9 RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in RCC T beam-slab and column, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.29) 10 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) 11 First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in super structure but for walls of one brick thickness.Add for extra labour to the rates. (CSI No. 6.08)[CSI NO 6.01+6.07+6.08] 12 Brick work in foundation & plinth with old dismantledbricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5mortar 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) 13 2 cm. thick damp proof course with 1:2 cement and approved coarsesand (F.M.1.8 to 2.5) mortar with liquid water proofing material as ordered by the Engineer-In-charge in the proportion as specified by the manufacturer, including supply of all materials, labour and T&P etc. (CSI No. 7.01) 14 Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials,labour & T&P etc. required for proper completion of work. (CSI No. 8.57) 15 Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (CSI No. 8.63) 16 Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) 17 TMT/Tor steel in plain work such as reinforced concrete orreinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending forproper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03) 18 Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07) 19 Supply and fixing galvanised mosquito proof jali (16x24 gauge) withM.S. flat of 20 x 3 mm. size, on both sides screwed or welded to windowor door frame. (CSI No. 9.18) 20 S/F welded wire mesh size 75x25mm and rectangularmade out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labourand T&P etc. required for proper completion of work . except cost of M.S angle and flat. (CSI No. 9.22) 21 S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 Mhigh including fixing to vertical posts, horizontal runners with 10mm dia.40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for proper completion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code. (Excluding cost of vertical posts and horizontal runners) (CSI No. 9.23) 22 Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) 23 P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37) 24 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work.(CSI No. 11.07) 25 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.09) 26 Add for extra labour to all items of plaster if done in ceiling. (CSI No. 11.10 27 Add for extra labour and materials for plaster over rough face ofone brick thick wall. (CSI No. 11.12) 28 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of onepart of cement and two parts of approved coarse sand laid inpanels finished with 3mm.floating coat of neat cement or cementand marble dust in ratio of 5:1 including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.13) 29 S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cementmortar in plaster or concrete work in the proportion as recommended by the manufacturer. (CSI No. 11.15) 30 Making drip coarse (25x12) mm in 1:2 cement and coarse sandincluding supply of all materials, labour and T&P etc requiredfor proper completion of work. (CSI No. 11.19) 31 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20) 32 2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specifiedand including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge I class brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work.(CSI No. 12.01) 33 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) 34 First class bricks on edge floor laid dry, joints sand filled,including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required forproper completion of the work. (CSI No. 12.07) 35 Supply and Laying 8 mm thickglazed floor tiles of Somany, Johnson or equivalent make, , laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 12.11) 36 Providing and fixing glass strips of 3.15 mm thickness & 40mm depth in jointsof floor and skirting at the time of laying floors, flush withfloor level including supply of all materials, labour& T&P etc. required for proper completion of work. (CSI No. 12.14) 37 providing and fixing 8 mm thick vitrifiedtiles in flooring or skirting with adhesive of approved quality on existing smooth floor including cost of all material, labour and T&P required for proper completion of the work. (CSI No. 12.19) 38 Painting or varnishing new iron work in small areas or new woodwork with one coat of ready mixed priming paint and one coat ofapproved superior quality ready mix paint Luxol or equivalentbrand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) 39 As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) 40 As in item 13.01 above but for every coat on previously paintedold wood or iron work including its sand papering,rubbing andcleaning as required, for proper completion of work. (CSI No. 13.03) 41 One priming coat and one coat oil bound distemper on new work includingsupply of all materials,labour and T&P etc. required for propercompletion of the work. (CSI No. 13.08) 42 As in item 13.08 but for every coat after the first coat. (CSI No. 13.09) 43 As in item 13.08 but for every coat on previously old oil bound distemper surface.(CSI No. 13.10) 44 Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20) 45 Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work.(CSI No.13.21) 46 Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25) 47 Same as above in item no. 13.25 but for every coat after first coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint. (CSI No. 13.26) 48 Same as above in item no. 13.25 but one coat of Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint on previously painted surface. (CSI No. 13.27) 49 Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. (CSI No. 15.01) 50 Dismantling cement concrete or brick or granolithic floorsincluding base concrete and including stacking of dismantledmaterials as directed by the Engineer In-charge within a distanceof 60 metres. (CSI No. 15.05) 51 Dismantling existing plaster including disposal of refuse asdirected by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11) 52 Scrapping old white or colour wash or distemper including disposal of refuseas directed by the Engineer-I/C within a distance of 60 M. (CSI No. 15.12) 53 Dismantling of existing damaged Mud Faska over the roof. Cleaning the surface with wire brush, removal and disposal of rubbish at adistace 100 Meters also including the cost of cleaning and stacking of usable materials etc., including all labour, material required for proper completion of work. (CSI No. 15.14) 54 Laying cement concrete road slabconsisting of 1 part cement 2part approved coarse sand and 4 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape,finishing with TRIMIX machine ,concrete hardner and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.12) 55 Providing and fixing 12mm thick particle board of commercial quality 125 mm deep for making partitions of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work. (CSI No. 18.15) 56 Renewing panes of 4 mm glass including supply of glass with putty and brads including supply of all materials, labour and t&P etc. required for proper completion of the work.. (CSI No. 20.04) i 57 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.L drops 16 mm dia x 300 long. (CSI No. 20.17)a 58 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Tower bolts 10 mm dia x 250 mm long.(CSI No. 20.17b) 59 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.Iron hinges 100 mm size.12 gauge.thick(CSI No. 20.17d) 60 Supply and replacing of following chromium polished iron fittings including cost of nuts, bolts etc.complete.M.S.handles 100 mm size (CSI No. 20.17f) 61 Cleaning and opening of chocked W.C./ bath / kithchen pipe line including opening and refixing of chamber cover including washing etc. complete.(Analysis based on NBO - 11 25.020.(CSI No. 20.19) 62 S/laying chicken mesh of (20 mm.)hexagonal heavy quality over roofs of joints of roof as per direction of the Engineer - in - charge.(CSI No. 20.21) 63 Attending to petty maintenance service like plumbingservice,welder service, mansion service and carpenter servicerequired as Job attending by one no. Plumber/welder/mason/carpenter with oneno. helper per hour or part of an hour. CSI 22.18 64 Providing and fixing 15 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)a 65 Providing and fixing 20 mm dia B-class Jindal,JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.01)b 66 Providing and fixing15 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)a 67 Providing and fixing 20 mm dia Jindal, JTC, ISI marked G.I. pipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes external GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. (CSI No. 26.02)b 68 Providing and fixing PVC CONNECTION PIPE, 300X15 with 2 brass units ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work.(CSI No. 26.09)(a) 69 Supply and fixing of Syntex or equivalent make water storage tank including all materials, labours, T&P etc required for proper completion of work. (CSI No. 26.12) 70 P/FBRASS BIB COCK, 15 mm dia (400 gsm) ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.13) 71 P/F BRASS STOP COCK, 15 mm dia ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI No. 26.14)a 72 Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm forwith special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17) 73 P/F 15 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.19) 74 P/F 20 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.20) 75 P/F 25 mm dia ISI approved CPVC pipes complete with special such as bend tee. socket, crosee, clamp etc earth work including filling the trenches etc required for proper completion of the work, the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials labour and T&P complete(CSI No. 26.21) 76 Providing and fixing first quality white glazed Orissa pattern W.C.Pan Hindustan, Cera make. size 580 mm.(Hindustan,Cera Make) with out P trapincluding supply of all materials,labour and T&P etc.complete. (CSI No. 27.01) 77 Providing and fixing 450X300 mm wash hand basin of white glazed earthern ware first quality I.S.I. marked (Hindustan,Neycer / Cera make) including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI No. 27.10) 78 Providing and fixing 10 litres low level PVC flushing cistern, COMPLETE WITH ALL FITTINGS including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.12) 79 Providing and fixing in position 32 mm. dia P.V.C. flush pipe. for W.C. with unions, bends etc. including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.13) 80 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.19) 81 Providing and fixing 100 mm dia PVC P or S trap including cement concrete and all materials, labour cartage T&P etc.required for proper completion of the work.(For W.C.) (CSI No. 27.24) 82 Providing and fixing CI GRATING 100 mm dia includingall materials, labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.25) 83 Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,131C+187A) 84 Wiring point for plug with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour wash. (PWD ELE. SCH.2018,134C+187C) 85 Wiring point for exhaust fan with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, with 1.5 sq.mm.FRLSH PVC multistrained copper conductor cable as earthwire drawn inside the conduit,modular type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including matching colour was.(PWD ELE. SCH.2018,137C+187D) 86 Supply and fixing and concealing of 20 mm dia 2 mm thick PVC conduit pipe with ISI marked embossed and with PVC accessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the complete piping rigid, plastering with cement sand mortor finished to the level with matching colour wash including costof all materials, labour and T&P etc.required for propercompletion of the work.(PWD ELE. SCH.2018,148A) 87 S/F of 6/10/16/20/25/32 Amp. SP MCB (10 KA ) C Curveof approved make and as per sample approved by E/I (PWD ELE. SCH.2018,1002 CAT-B) 88 S/F surface/flush mounting 4 ways SPN distribution board without MCB with additional metal door complete in all respect as per direction of E/I. (PWD ELE. SCH.2018,1022 CAT-B) 89 Supply and fixing of power plug with 20 amp/250 volt flush type modular switch and 5pin 20A/250V flush type universal modular socket switch on concealed M.S.Boxincluding suplly of all materials ,labour T&P etc. required for proper completion of work (PWD Elec.Sch.2018 Item No.1139 A) 90 Providing and fixing 12 mm thick Industrial tiles size 400 x 400 mm or more of Kajaria or approved make and colour usingin different sizes (thickness to be specified by the manufacturer) conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete (NSI) 91 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.(NSI)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
20.
Rural Development #9437170 AOC
Work Of Cc Road From C-189 To C-274 In C-Block, Ward 62, Govindpuram. - Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 2 Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). 3 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 4 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 5 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 6 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03. 7 S/L of stone ballast 45 to 63 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 8 S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 9 Supply of screening material with stacking for measurmentetc all complete as per the direction of engineer in-charge .AS PER PWD SOR 2020 RMR 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 11 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 12 GST
Contract Date: Feb 07, 2026 Contract Value : 24.63 Lakh
Local Bodies No of Bidders 15
Uttar Pradesh View Result →
21.
Agriculture #9376464 AOC
Tender For Repairing Of Existing Gowdown 650 MT- 1 Repairing Of Existing Gowdown Unit 01 2 Dismantling brick masonery in lime or cement mortar and stacking the materials as directed with all leads and lifts etc. 3 Providing second class Burnt Brick Masonery with conventional I.S. type bricks in cement mortar 1:6 in superstructure including striking joints , racking out joints , watering and scaffolding etc complete. 4 Providing and fixing Rolling Shutter fabricated from steel laths of min. thk. 0.9 mm with lock plate of 3.15 mm thk. Reingorced with 35*35*5 mm angle section fitted with sliding bolts and handles for boh sides , deep M.S. Channel section of depth and thk. not less than 65 mm and 3.15 mm respectively with holdfast arrangement .M.S.Bracket plate 300*300*3.15 mm min.size and shape with square bar , suspention shaft of min. 32 mm diamter, hood cover of M.S. Sheet not less than 0.9 mm thk. and of any size at top and safety devices including Machnical Gear operation arrangement consisting of worm gear wheels and worms of high grade Cast Iron or M.S. and one coat of primer etc complete (I.S.62481979)( With Mechanical Gear) 5 Providing and Fixing only gear operation arrangement to old rolling shutters as directed by the Engineer In Charge 6 Providing and Fixing 6 mm thick M.S. bottom rail with 10 mm thick M.S. Flat locking patti arrangement to old Rolling Shutters as directed by the Engineer In Charge 7 Providing and Fixing Central Lock to OLD & NEW Rolling Shutters as directed by the Engineer In Charge 8 Providing oiling and greasing , giving tension to springs and total overhauling to OLD Rolling Shutters complete as directed by the Engineer In Charge 9 Providing and fixing in required position skirting or Dado of POLISHED KOTAH STONE Slab , 25-30 mm thick on base of plaster or cement mortar 1:4 including cement float, filling joints wth neat cement slurry curing, polishing and cleaning etc complete. 10 Removing old G.I. SHEETS from roof with all safety and stacking neatly within a lead of 50 M. and all lifts complete as directed by Engineer in Chief. 11 Providing and fixing colour coated ZINCALUME (R) (MM 150 Gms per SQ.M.total on each side )profiled shteetsfor roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (RMT 110.50 mm TCT) High Strength Steel with min 550MPa yeild stregth material hot dip coated with Aluminium -Zink alloy (55%Aluminium ,43.4% Zink , 1.6%Silicon ) with COLOURBOND (R) Steel quality super durable polyester paint coat( with inorganic pigment ). The paint should have a total coating thickness of nominal 35 um, comprising nominal 25 um exterior coat on top surface and nominal 10 mm reserve coat on back surface. Profile sheet shall have nom 950-1050 effective cover width and nominal 25-30 mm rib with subtle square fluting in the five pan at nominal 180-250 mm center to center. The end rib shall be designed for anti-capilary grooves and return leg. The feed material should have coil manufacturers product details marked a regular interval . Including fasteners with min. fastened with min.25 um Zink-Tin alloy coated. Hex head self drilling screw ec. complete ( weight of profile 4.32Kg (one square meter). 12 Same as above Item no. 10 for Ridge capping 13 Providing and applying two coats Synthetic Enamel paint of approved colour to new/old Structural Steel work and Woodwork in building including scantllings if necessary cleaning and preparing the surface(excuding primer coat) etc. complete.(OLD TRUSS) 14 Providing and applying two coats Synthetic Enamel paint of approved colour to new/old Structural Steel work and Woodwork in building including scantllings if necessary cleaning and preparing the surface(excuding primer coat) etc. complete. (ROLLING SHUTTERS) 15 Providing and Appliying White-wash in two coats on OLD/NEW plastered or masonery surfaces and Asbestos Cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. 16 Providing and Appliying Colour-wash of approved colour and tinge in two coats on OLD surfaces which are to be recoloured including scaffolding and preparing the surface by brushing and brooming down (excluding base coat)etc. complete. 17 Providing second class Burnt Brick Masonery with conventional I.S. type bricks in cement mortar 1:6 in superstructure for Parapet Wall including striking joints , racking out joints , watering and scaffolding etc complete. 18 Providing sand faced cement plaster externaly in cement mortar using approved screened sand in all positions including basic coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1Kg./Cement Bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6-8 mm thick in cement mortar 1:4 finishing the surface to taking out grains and curing for 14 days scaffolding etc. complete. 19 Providing Internal cement plaster 12 mm thick in single coat to internal surfaces without neeru finish to concrete or brick surfacesin all positions including scaffolding , curing etc. complete. 20 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 M. or sprading in the compound and cleaning the site etc. complete. 21 Providing and laying Chequred Tiles of approved quality of size 30 cm*30 cm. conforming to corrosponding I.S.Codes for Flooring in required position laid to required position laid on a bed of 1:4 C.M. including cement float , flling joints with cement slurry , cleaning , curing etc. complete. 22 Providing Patti/ Band 100 mm wide on APRON SIDES plastered surface 12 mm to 15 mm thick in C.M. 1:3 , Line and level including neat finishing , scaffolding , curing etc. complete. 23 Providing and applying two coats Waterproof cement paint of approved manufacturer and of approved colour to new plastered surface including scaffolding , if necessary cleaning and preparing the surface(excuding primer coat) etc. complete. 24 Removing M.S. Kerb channel, Providing ,Fabricating holdfast by proper welding and Refixing M.S.Channel in position by cement cocrete 1:2:4 grade complete as directed by Engineer-In- Chief. 25 Providing flush grooved pointing with cement plaster 1:3 for Stone masonery work including scaffolding and curing etc. complete. 26 Removing Cement Tiles, or Mable, or Polished Shahabad floor or dado without bed concrete including stacking the materials as directed with all leads and lifts etc. complete. 27 Providing and laying Polished Shahabad Stone Flooring 25 to 30 mm thick and required width wide in plane/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry , curing , polishing and cleaning etc. complete. 28 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 M. beyond the building area and stacking , spreading as directed, dewatering, preparing the bed for foundation, and necessary backfilling, ramming, watering including shoring and struting, etc.complete. (Lift upto 1.50 M.)By manual means 29 Providing dry /trap/ granite/ Quartzite/Gneiss rubble stone Soling 15 to 20 cm thick including hand packing and compacting etc. complete. 30 Providing and Laying cast in situ / Ready Mix Concrete in M-10 of Trap/Granite/Quartzite/ Gneiss Metal for foundation and bedding including bailing out water, Steel centring, formwork,laying/pumping, compacting, roughening them,if special finish to be provided, finishing if required and curing complete with fully automatic microw 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). 31 Providing Second Class Burnt Brick masonry with convenional/ I.S. type bricks in C.M.1:6 in foundation and plinth of inner walls in plinth of external walls including bailing out water manually, sticking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. 32 Providing and Laying Antiskid Ceramic tiles of approved quality of size 30 cm*30cm and confirming to I.S.15622-2006(GROUP-B HA) for antiskid flooring of Trads and Risers in required position laid on a bed of 1:4 C.M.including cement float , filling joints with cement slurry cleaning, curing etc. complete. 33 Providing and Fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like , as per detailed design ad drawings or as directed including cutting, fabricating hoisting, erecting, fixing in position , making revated/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete -- Ladder 34 Royalty 35 Murum and other minerals 36 Material Test 37 Bricks - Water Absorption, Comp. Strength, Efflorescence 38 Sub Estimate No .2 :- Electrical 39 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 40 Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR 41 Supplying and erecting mains with 3x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW 42 Supplying & erecting CRCA sheet metal enclosures of 1.2mm thickness with 10A, 2 pin plug & earth socket and 10A, 3 pin plug top with 10A single pole MCB having rated short - circuit breaking capacity (Icn) 10kA complete erected on angle iron / GI frame. 43 Point wiring for light/fan/bell in 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire with flush type switch and required accessories as per specification No: WG-PW/SW 44 Supplying & erecting 10-12W, 230V integral type LED Lamp suitable for B-22 / E-27 base. 45 Supplying and erecting integrated LED street light fitting 18 to 22W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 1800 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140- 270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG- ODF/FLS2. 46 Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP 47 Supplying, erecting & marking DPMCB 6A to 32A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB 48 Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB 49 Repairing Of Existing Gowdown Unit 02 50 Dismantling brick masonery in lime or cement mortar and stacking the materials as directed with all leads and lifts etc. 51 Providing second class Burnt Brick Masonery with conventional I.S. type bricks in cement mortar 1:6 in superstructure including striking joints , racking out joints , watering and scaffolding etc complete. 52 Providing and fixing Rolling Shutter fabricated from steel laths of min. thk. 0.9 mm with lock plate of 3.15 mm thk. Reingorced with 35*35*5 mm angle section fitted with sliding bolts and handles for boh sides , deep M.S. Channel section of depth and thk. not less than 65 mm and 3.15 mm respectively with holdfast arrangement .M.S.Bracket plate 300*300*3.15 mm min.size and shape with square bar , suspention shaft of min. 32 mm diamter, hood cover of M.S. Sheet not less than 0.9 mm thk. and of any size at top and safety devices including Machnical Gear operation arrangement consisting of worm gear wheels and worms of high grade Cast Iron or M.S. and one coat of primer etc complete (I.S.62481979)( With Mechanical Gear) 53 Providing and Fixing only gear operation arrangement to old rolling shutters as directed by the Engineer In Charge 54 Providing and Fixing 6 mm thick M.S. bottom rail with 10 mm thick M.S. Flat locking patti arrangement to old Rolling Shuttersas directed by the Engineer In Charge 55 Providing and Fixing Central Lock to OLD & NEW Rolling Shutters as directed by the Engineer In Charge 56 Providing oiling and greasing , giving tension to springs and total overhauling to OLD Rolling Shutters complete as directed by the Engineer In Charge 57 Providing and fixing in required position skirting or Dado of POLISHED KOTAH STONE Slab , 25-30 mm thick on base of plaster or cement mortar 1:4 including cement float, filling joints wth neat cement slurry curing, polishing and cleaning etc complete. 58 Removing old A.C SHEETS from roof with all safety and stacking neatly within a lead of 50 M. and all lifts complete and as directed by Engineer in Chief. 59 Providing and fixing 6.00 mm thk. ISI mark Asbestos Cement Corrugated Sheet roofing including galvanised iron J or L Hookbolts, G.I. band bituminous ,G.I Washers, G.I. clamps, bols, nuts and scaffolding etc. complete. 60 Providing and fixing 6.00 mm thk. ISI mark Asbestos Cement Corrugated Ridge Capping for roofing including galvanised iron J or L Hookbolts, G.I. band bituminous ,G.I Washers, G.I. clamps, bols, nuts and scaffolding etc. complete. 61 Providing and applying two coats Synthetic Enamel paint of approved colour to new/old Structural Steel work and Woodwork in building including scantllings if necessary cleaning and preparing the surface(excuding primer coat) etc. complete.(OLD TRUSS) 62 Providing and applying two coats Synthetic Enamel paint of approved colour to new/old Structural Steel work and Woodwork in building including scantllings if necessary cleaning and preparing the surface(excuding primer coat) etc. complete. (ROLLING SHUTTERS) 63 Providing and Appliying White-wash in two coats on OLD/NEW plastered or masonery surfaces and Asbestos Cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. 64 Providing and Appliying Colour-wash of approvedccolour and tinge in two coats on OLD surfaces which are to be recoloured including scaffolding and preparing the surface by brushing and brooming down (excluding base coat)etc. complete. 65 Providing second class Burnt Brick Masonery with conventional I.S. type bricksin size 35cm*35 cm for Parapet Wall in cement mortar 1:6 in superstructure for Parapet Wall including striking joints , racking out joints , watering and scaffolding etc complete. 66 Providing sand faced cement plaster externaly in cement mortar using approved screened sand in all positions including basic coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1Kg./Cement Bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6-8 mm thick in cement mortar 1:4 finishing the surface to taking out grains and curing for 14 days scaffolding etc. complete. 67 Proving Internal Cement plaster 12 mm thick in single coat in C.M. 1:5 without Neerufinish to concrete or brick surfaces in all position including scaffolding and curing etc. complete. 68 Dismantling the R.C.C. Work and sorting out the materials such as steel etc as directed and stacking them within the specified lead as directed etc. complete. 69 Providing and laying in situ cement concrete M-20 G with TRIMIX Treatment with Vacuume Dewatering for 100 mm thickness for flooring with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen etc. complete as directed by Engineer In Charge with all leads and lifts complete. 70 Removing M.S. Kerb channel, Providing ,Fabricating holdfast by proper welding and Refixing M.S.Channel in position by cement cocrete 1:2:4 grade complete as directed by Engineer-In- Chief. 71 Providing Patti/ Band 100 mm wide on APRON SIDES plastered surface 12 mm to 15 mm thick in C.M. 1:3 , Line and level including neat finishing , scaffolding , curing etc. complete. 72 Proving and fixing 24 OZ thick glass panes to windows as diected by Engineer- In- Charge, complete. 73 Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like , as per detailed design ad drawings for 400 mm wide and 9.00 m high M.S. Ladder, providing holdfast by proper welding and fixing in position by cement concrete 1:2:4 foundation bed block , etc. complete as directed by Engineer-In Charge. 74 Providing flush grooved pointing with cement plaster 1:3 for Stone masonery work including scaffolding and curing etc. complete. 75 Removing Cement Tiles, or Mable, or Polished Shahabad floor or dado without bed concrete including stacking the materials as directed with all leads and lifts etc. complete. 76 Providing and laying Polished Shahabad Stone Flooring 25 to 30 mm thick and required width wide in plane/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry , curing , polishing and cleaning etc. complete. 77 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 M. beyond the building area and stacking , spreading as directed, dewatering, preparing the bed for foundation, and necessary backfilling, ramming, watering including shoring and struting, etc.complete. (Lift upto 1.50 M.)By manual means 78 Providing dry /trap/ granite/ Quartzite/Gneiss rubble stone Soling 15 to 20 cm thick including hand packing and compacting etc. complete. 79 Providing and Laying cast in situ / Ready Mix Concrete in M-10 of Trap/Granite/Quartzite/ Gneiss Metal for foundation and bedding including bailing out water, Steel centring, formwork,laying/pumping, compacting, roughening them,if special finish to be provided, finishing if required and curing complete with fully automatic microw 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). 80 Providing Second Class Burnt Brick masonry with convenional/ I.S. type bricks in C.M.1:6 in foundation and plinth of inner walls in plinth of external walls including bailing out water manually, sticking joints on unexposed faces, racking out joints on exposed faces and watering etc. complete. 81 Providing and fixing in position 11.35 M. high Lightening Arrester as per drawing ,design, specification etc. complete as directed by Engineer -In -Charge. 82 Providing and applying two coats of Waterproof cement paint ofapproved manufacture and of approved colour to the plastered surface including scaffolding if necessary , cleaning and preparing the surface , watering for two days etc. complete. 83 Royalty 84 Murum and other minerals 85 Material Test 86 Compressive Strenth of Cement Concrete Cube 87 ESHS Compliance 88 Management Strategies and Implementation Plan (MSIP) to manage Environmental, Social , Health and Safety (ESHS) Risk and ESHS Code of Conduct Please Enable Macros to View BoQ information
Contract Date: Mar 12, 2026 Contract Value : 15.57 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
22.
Housing Urban and Rular Development #8648181 AOC
Tender For Special Repair Work On Duhai To Bhikkanpur Bhadauli Manauli Revdi Revda Road - Construction of embankment (For Patri) 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 301.5including cost of all material, labour, T&P & all taxes, Cess etc. but excluding GST required for proper completion of work as per directed by Engineer in charge. upto 1 km. cartedIncluding all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. 2 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405.including cost of all material, labour, T&P & all taxes, Cess etc. but excluding GST required for proper completion of work as per directed by Engineer in charge. 3 Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. 4 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 ofType-C as per Technical Specification Clause 508.Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. 5 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. 6 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST.
Contract Date: Jan 23, 2026 Contract Value : 55.61 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
23.
Civil Aviation #8641489 AOC
Miscellaneous Minor Civil Capital Works In Non-Operational Area At Aurangabad Airport (2025-26); 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 200 metres within Airport premises includingall leads and lift up to 1.5m, as directed by Engineer-in-charge. All kinds of soil (Note: This item is to be executed for general civil works except roadworks location) 2 Filling available good earth / muroom in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, within airport premises includingall leads and lifts. (Note: This item is to be executed for general civil works except roadworks location) 3 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 4 Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (Note: This item is to be executed for general civil works except roadworks location) 5 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 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources). 6 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 : 8 graded stone aggregate 20 mm nominal size derived from natural sources) 7 Extra for providing and mixing water proofing material in cement concrete of make such as Dr. Fixit Pidiproof LW+ or equivalent work in doses by weight of cement as per manufacturer’s specification. 8 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 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 : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 10 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 size derived from natural sources). 11 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete 12 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 13 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers 14 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts 15 Steel reinforcement for R.C.C. 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. 16 Steel reinforcement for R.C.C. 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. 17 Half brick masonry with common burnt clay non modular bricks of class designation 5 in superstructure above plinth level up to floor V level : Cement mortar 1:3 (1 cement : 3 coarse sand) 18 Brick work with common burnt clay non modular bricks of class designation 5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 19 Brick work with common burnt clay non modular bricks of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand) 20 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut granite for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid with cement based high polymer modified quick set stone adhesive of approved make, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 21 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. 22 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick. 23 Structural steel work riveted, 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. 24 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. Hot finished welded type tubes 25 Supplying and spreading 6mm stone grit at required location as per the direction of Engineer-in-Charge 26 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 3% and conforming to IS: 15622, of approved make such as Kajaria//Grancier/DonatoSomani, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.. Size of Tile ranging from 500x500 mm -1200x1200 mm. 27 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 3% and conforming to IS: 15622, of approved brand & manufacturer such as Kajaria/Grancier/Donato/Somani or equivalent, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints Size of tile ranging from 500x500 mm - 1200x1200 mm 28 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 (5.5x 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. 29 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) 30 Cement Plaster in fine sand. 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) 31 Cement Plaster in fine sand. 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) 32 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a)Two or more coats on new work 33 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : Two or more coats over and including water thinnable priming coat with interior grade primer. 34 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 @ 0.90 litre/10 sqm) 35 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 36 Demolishing cement concrete manually/ by mechanical means including disposal of material upto 200 m lead within Airport premises as per directions of Engineer - in - charge. All types of nominal concrete or equivalent design mix. 37 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground upto 200 m lead within Airport premises. 38 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material upto 200 m lead within Airport premises as per directions of Engineer-in-charge. - In cement mortar 39 Dismantling and taking away doors, windows and clerestory windows (steel or wood) shutter etc. including disposal of unserviceable surplus material as directed by Engineer-in-charge - Of area 3 sq. metres and below 40 Dismantling stone slab /granite/marble laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 200 metres lead of Airport premises. 41 Dismantling tile work in floors and walls laid in cement mortar including stacking material upto 200 m lead within Airport premises. 42 Dismantling W.C. Pan, Urinals, wash basins and wall mixer of all sizes all complete and disposal of dismantled materials within Airport premises i/c malba all complete as per the directions of Engineer-in-Charge. (Note: This item includes dismantling and disposal of associated flush tank, bib cocks, angle valve, connection pipe, plumbing & drainage lines) 43 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond initial lead of respective item, for all leads including all lifts involved. 44 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length - 15 mm nominal bore 45 Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved make and quality as per the directions of Engineer-in-Charge. 46 Providing and fixing (C.P.) chrome plated pillar cock for wash basin of approved make such as Cera F1015101 or equivalent of approved quality as per the direction of Engineer-in-Charge: 15 mm nominal bore 47 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent exposed on walls including including fixing the pipe with clamps at 1.00 m spacing, cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. - 15 mm nominal dia Pipes 48 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent exposed on walls including including fixing the pipe with clamps at 1.00 m spacing, cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. - 25 mm nominal dia Pipes 49 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent exposed on walls including including fixing the pipe with clamps at 1.00 m spacing, cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. - 32 mm nominal dia Pipes 50 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent exposed on walls including including fixing the pipe with clamps at 1.00 m spacing, cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. - 40 mm nominal dia Pipes 51 Providing and fixing Zoloto make or equivalentbrass forged ball valve with handle lever of approved quality 25 mm nominal bore as per the direction of Enginner-in-Charge. 52 Providing and fixing Zoloto make or equivalentbrass forged ball valve with handle lever of approved quality 32 mm nominal bore as per the direction of Enginner-in-Charge 53 Providing and fixing Zoloto make or equivalentbrass forged ball valve with handle lever of approved quality 40 mm nominal bore as per the direction of Enginner-in-Charge 54 Providing and fixing in position factory made precast RCC door frame ofminimum 110 mm width and 60 mm depth fixing with hold fasthaving excellent smooth finish, providing suitable arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per the directions of Engineer-in-Charge. 55 Providing and fixing to existing door frames. 30 mm thick fiber flush door shutter in approved make and finish with all necessary fixing arrangements, hardware accessories such as SS coat hook, SS butt hinges, tower bolts and door bolts complete as per directions of Engineer-in-charge. 56 Providing & fixing commercial waterproof plywood of ISI approved brand and make to be fixed at any location with all necessary fixing accessories, painting of edges with primer complete as per the directions of Engineer-in-charge. a) 18 mm thick plywood 57 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent including cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia Pipes 58 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of 20 mm nominal dia having thermal stability for hot & cold water supply of approved make such as Astral/Supreme/Prince or equivalent including cost for bends, unions, traps, junctions, tees, elbows and all other CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc 59 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent including cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 25 mm nominal dia Pipes 60 Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipe of approved make such as Astral/Supreme/Prince or equivalent including cost for bends, unions, traps, junctions, tees, elbows and all other UPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with UPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 32 mm nominal dia Pipes 61 Providing and fixing RCC drainage cover to be fixed over chamber/manholetop including all fixing materials complete as per direction of Engineer-in-Charge. 62 Providing & applying2 component (1polymer; 2 powder) acrylic cementitious, polymer modified flexible, negative side waterproofing & protective coating composed of Portland cement, graded aggregates, additives & acrylic emulsion polymer as a binder on interior wall plaster surface in two coats of Dr. Fixit Pidifin 2K make or equivalent @ 1.78 kg / sqm. 1st coat application with a stiff nylon brush, then providing 50 gsm glass fibre mesh over the angle fillet after the 1st coat applicatio. 2nd coat application in a direction perpendicular to the 1st coat after 6-8 hrs of drying followed by air curing for 3-5 days (surface must be protected from sunlight by providing moist hessian cloth), after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible complete in all respect as per the direction of Engineer-in-Charge. 63 Providing and fixing white vitreous china flat back urinal of min size 315x330x420 mm of Astral, Cera, make or equivalent with fittings and standard accessories, standard size C.P. brass flush pipe, spreaders, waste coupling with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, waste trap with outlet grating and other couplings in C.P. brass, painting, fitting, cutting and making good the walls and floors wherever requiredas per satisfation of Engineer-in-Charge. 64 Providing and fixing floor mounted vitreous china single piece double traps syphonic water closet (EWC) of approved colour with soft close seat cover of min size 640 x 345 x 730 mmof Cera S1013217 make or equivalent consisting of 5D flush, siphonic jet flushing, curvy design, D-shaped bowl, Concealed S Trap including integrated white vitreous china cistern of min capacity 9 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, cutting, making and good the walls and floors wherever required complete in all respect as per directions of Engineer-in-Charge. 65 Providing and fixing vitreous china Orissa pattern W.C. pan of approved colour of min size 580x440x250 mm with integral type foot rests (Indian type WC pan) of Astral, Cera, make or equivalent including P trap/S trap, minimum 9 litre PVC flushing cistern with flush pipe with manually controlled device (handle lever), all other fittings and fixtures complete including cutting, making and good the walls and floors wherever required as per directions of Engineer-in-charge 66 Providing and fixing CP Brass Push/pressmatic Pillar cock with Auto-closing system of Astral, Cera, make or equivalent including making connection, etc. completeas per directions of Engineer-in-Charge. 67 Providing and fixing CP Brass Angular Stop Cock with wall flange of make such as Cera F1015201 or equivalent as per directions of Engineer-in-charge. 68 Providing and fixing CP Brass bottle trap of 32 mm size of Cera F8060401 make or equivalent including 300 mm and 190 mm long wall connection pipes with wall flanges and making connection, etc. all complete as per directions of Engineer-in-charge 69 Providing and fixing CP (Chrome plated) pressmatic auto closing concealed urinal flush valve of approved make and model such as Cera F8010109 or equivalent as per the direction of Engineer-in-Charge. 70 Supplying health faucet / hand shower ABS body with 1 metre SS braided connection pipe of 15 mm nominal bore of approved make such as Cera F8030105AB or equivalent as per the directions of Engineer-in-Charge. 71 Providing and fixing vitreous china wall hung wash basin of approved colour of Cera S2040126 make or equivalent of size 475 x 370 x 195 mm including waste coupling, fixing accessories, painting of fittings, cutting and making good the walls wherever required as per directions of Engineer-in-charge 72 Providing and fixing 2 way bib cock with wall flange of approved make such as Cera F1015163 or Equivalent including making connection, etcas per direction of Engineer-in-Charge. 73 Providing and fixing concealed diverter consisting ofexposed part of 150 mm dia of Cera F1015721 make or equivalent (lever, tip ton knob, 2 mm sheet flange) and concealed part Cera F4030101 make or equivalent (45 mm cartridge with button assembly, cartridge sleeve) including making connection, cutting, making and good the walls and floors wherever required etc complete as per directions of Engineer-in-Charge. 74 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm size 75 Providing and fixing (C.P.) chrome plated towel rail 600 mm long of approved make and quality as per the direction of Engineer-in-charge. 76 Providing and fixingmirror of superior glass minimum 4 mm thick of approved brand, quality and ofrequired shape and size. Mirror to be fixed over framework consisting of Aluminum member minimum 50 mm x 20 mm x 2 mmalong the borders, vertical members (one per 1.2 metre length) minimum 50 mm x 10 mm x 2 mm on the backside of mirror with protective vinyl sheet on opposite (wall side) of mirror with necessary arrangement for screw holes to be fixed over screws over walls including all necessary fixing accesories and arrangements complete as per directions of Engineer-in-charge. 77 Providing and fixingSWRPVC pipes having minimum working pressure 4kgf/sqcm of approved make or equivalent including cost for bends, unions, traps, junctions, tees, elbows, etc. complete as per direction of Engineer In Charge - 110 mm dia. 78 Providing and fixingSWRPVC pipes having minimum working pressure 4kgf/sqcm of approved make or equivalent including cost for bends, unions, traps, junctions, tees, elbows, etc. complete as per direction of Engineer In Charge - 75 mm dia. 79 Providing and fixingPVC pipes of 40 mm dia of approved make or equivalent including cost for bends, unions, traps, junctions, tees, elbows, etc. complete as per directions of Engineer In Charge. 80 Providing and fixing in position 30 mm thick machine cut Cuddapah stone for platform, shelves, counters, stand etc. complete at all levels as per the directions of Engineer-in-charge. 81 Providing and fixing SS jali (grating) with or without hole for waste pipe for floor / Nahani trap 100 mm diameter including sealing with white cementas per the directions of Engineer-in-charge 82 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades for all types of floors such as tile/granite flooring, footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 83 Providing and laying 80 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 50mm thick compacted bed of coarse sand, filling the joints with cement, sand etc. all complete as per the direction of Engineer-in-charge. 84 Structural Consultancy charges for preparation of detailed structural design, drawing & bar bending schedule for Car Parking structure and RCC frame Electrical store building on the basis of relevant IS code & sound engineering practices and same to be approved by any Govt. accredited Engineering college/NIT/IIT including site visit whenever required during execution of work. 85 Excavation in all kinds of Soilwith hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, triming bottom and side slopes, transporting the excavated earth to the filling locations within 1500 metres distance including all leads and lifts, breaking clods, levelling fine dressing in accordance with requirements of lines, grades and cross sections, compaction by rolling with vibratory road roller etc complete for excavation and filling locations both as per the direction of Engineer-in-Charge. (Note: The lead for this item is considered as 1500 metres because the excavated material will be disposed in nearby areas) 86 Providing and laying stone soling with 6 to 9 (150 to 230 mm) boulders including watering and consolidation,spreading of granular material gravel or moorum in voids etc. complete as per the directions of Engineer-in-Charge 87 Supply of granular material (moorum) obtained from borrow pits with all lifts, leads and transportation to Airport site complete as per the direction of Engineer-in-Charge. 88 Laying, spreading and compaction of available moorum including spreading in layers not exceeding 20 cm in depth, consolidating each deposited layerby ramming and watering, for all leads and lifts complete as per the direction of Engineer-in-Charge 89 Providing and laying non-pressure NP3 class R.C.C. pipes spigot and socket type, jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 450 mm dia. R.C.C. pipe. 90 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 91 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements,laid to required slope and camber in panels over 200 micron (minimum) polythene sheet with overlaps of not less than 50 mm longitudinally and 75 mm transversly spread flat over finished surface, spreading and compacting mechanically by using needle and surface vibrators, finishing with required texture using trimix equipments, curing, making provision for contraction joints / expansion joints, construction & longitudinal joints by groove cutting machine complete. The item for execution shall also include the following operations: i) Side shuttering required to lay concrete in camber as per site conditions.ii) Mechanically cutting joints 3 mm wide x 1/3rd thickness of slab which is subsequently widened to 10 mm for the top 25mm depth and construction joints 10 mm wide x 25mm deep as per specification.(Note:- Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) 92 Providing and laying in position expansion joint, 25mm thick Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, upto depth as specified by EIC all complete as per particular specifications and directions of Engineer-in-charge. (Note: For purpose of payment, quantity (length (m)x depth (m) ) of filler board will be measured). 93 Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction/dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer in-Charge & particular specifications. [Note: For purpose of payment, quantity (Length (in m) x Width (in cm) x Depth (in cm)) of Polysulphide sealant only will be measured.] i) Expansion Joints of size 25 mm wide and 10 mm deep over 30 mm dia closed-cell Polyethylene foam back-up rod, as per specifications.ii) Construction Joints of size 10 mm wide and 10 mm deep over 12 mm dia closed-cell Polyethylene foam back-up rod, as per specifications.iii) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia closed-cell Polyethylene foam back-up rod, as per specifications.
Contract Date: Oct 01, 2025 Contract Value : 1.49 Crore
Boards / Undertakings / PSU No of Bidders 4
Maharashtra View Result →
24.
Rural Development #8628473 AOC
Tender For Cc And Drain Work From R.K. Choudhary, Kamalkant To Krishnakumar In Ward-11, Krishnakunj I. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. 3 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 4 M-150 class B/w in 1:4 Cement Csand mortor in including supply of all meterial labour t&P etc required for proper completion of work 5 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 6 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 7 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 8 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 9 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 10 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 11 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 12 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 13 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge. 14 Deduct of old Brick 15 Disposal of malwa with 8km distance 16 GST
Contract Date: Jan 20, 2026 Contract Value : 5.81 Lakh
Local Bodies No of Bidders 6
Uttar Pradesh View Result →
25.
Rural Development #8625363 AOC
Tender For Ward-50, Vikasnagar Street No. 02, Drain And Cc Work From Radhe Packing To Chhote Lal Ji. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 2 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PER PWD SOR 2022/231( a)+253 (a) S I NO-4.03. 3 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 4 M-150 class B/w in 1:4 Cement Csand mortor in including supply of all meterial labour t&P etc required for proper completion of work 5 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) 6 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 7 S?L of stone ballast 22.40 to 53mm size with stacking for 10 measurment etc all complete 8 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 9 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 10 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 11 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 12 Steel reinforcement for R.C.C work including straightening ,cutting ,bending,placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 13 GST
Contract Date: Jan 20, 2026 Contract Value : 6.46 Lakh
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
26.
Housing Urban and Rular Development #8614632 AOC
Construction Of Modern Workshop, Training Room Etc. At Govt. I.T.I. Fatehpur Chaurasi District-Unnao (U.P.) - Construction of Modern workshop, Training room etc. at Govt. I.T.I. Fatehpur Chaurasi District-Unnao (U.P.) 2 CIVIL WORKS 3 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil 4 Supplying and filling in plinth with coarse sand under floors, including watering, ramming, consolidating and dressing complete. 5 Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 Providing and injecting chemical emulsion for preconstruction ant termite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows :(3) Treatment of top surface of plinth filling 5 liters/sqm . 7 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) 8 Providing and laying in position machine battched and machine mixed design mix M- 25 grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge 9 All works upto plinth level 10 Footing 11 column 12 Grade beam 13 Slab on floor 14 All works above plinth level upto floor V level 15 Lintel 16 Slab/Chhajja 17 Column 18 Steel reinforcement for R.C.C. 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. 19 Centering and shuttering including strutting, propping etc. and removal of form for 20 Foundations, footings, bases of columns, etc. for mass concrete 21 Columns, Pillars, Piers, Abutments, Posts and Struts 22 Lintels, beams, plinth beams, girders, bressumers and cantilevers 23 Suspended floors, roofs, landings, balconies and access platform 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Suspended floors, roofs, landings, balconies and access platform 26 Columns, Pillars, Piers, Abutments, Posts and Struts 27 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) 28 Providing and laying damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate 12.5mm nominal size) 29 Providing and applying a coat of residual petroleum bitumen of grade of VG - 10 of approved quality using 1.7 kg per sqm. On DPCafter cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 30 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) 31 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in Superstructure above plinth level up to floor V level. : Cement Mortar 1:4 (1 Cement : 4 Coarse sand) 32 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 33 Providing & applying 3mm High build solvent free, self-levelling, epoxy flooring. Grinding and Scrubbing of allocated surface for the removal of dirt, oil, Grease & other contamination Surface. Blowing/Vacuumcleaning of surface, Repair the surface up to where ever required, Application of two part Epoxy Primer,Application of High build EpoxySelf levelling Screed Base coat followed by Application of hard wearing Epoxy Self levelling top Coat.Make: Asian Paints, Ucoat etc 34 Providing & Laying trimix vaccum dewatering the concrete floors using Tremix .including curing ,providing and mixing of hardening compound @ 2 kg/sqm ,cutting of VDF floor 100-150mm thick with diamond saw system as per specification including filling of colpor of fosroc make etc .complete as per specification and drawing . 35 Providing and laying Vitrified tiles in floor in 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 on 20 mm thick cement mortar1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm includinggrouting the joints with white cement and matching pigments etc. The tiles must be cut withthe zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel,plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 36 Providing and fixing 1st quality ceramic glazed floor 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. 37 Providing and fixing rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 @ 3.3kg/sqm. Including grouting the joints with white cement and matching pigments etc, complete. 38 12 mm cement plaster of mix : 1 : 6 (1 cement : 6 coarse sand) including cost of all labour, material T&P etc complete. 39 Engraving line in the plaster of the outer face wall vertically and horizontally to display the surface as s directed by the engineer -in-charges including labour and T&P etc. required for completion of work in the proportion recommended by themanufacture. 40 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections 41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 42 Finishing walls with Acrylic Smooth exterior paint(APEX)of required shade : New work (Two or more coat applied @ 1.25 ltr/10 sqm over and including priming coat of exterior primer applied @.75 LTR/10 sqm) 43 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work.Applying one coat of water thinnable cement primer of approved brand and manufacture on wallsurface : 44 Painting with synthetic enamel paint or approved band and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 45 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. 46 After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profiledimension in higher side shall be accepted but no extra payment on this account shall be made. Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coatedhandles. 47 Using R2 series with frame (39mm & above ) x (39mm& above) & sash /mullion (39mm & above) x (60mm & above). (Height upto 1.2 metre) 48 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. 49 Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares 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 required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Fixed window / ventilator without mullion / transom.Using R1 series with frame (33mm & above ) x (35mm& above). (Height upto 0.90 metre) 50 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 40X40X5 51 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete..Fixed to steel windows by welding 52 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 53 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architecttural drawings and the directins of engineer-in-charge (Cost of aluminium snap beadingg shall be paid in basic item) With float glass panes of 5 mm thicness/weight not less than 12.50kg/sqm) 54 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestorywindows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading 55 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 56 Providing and fixing of stainless steel 304 grade handle for door.32mmx 600 mm long sss.(Ozone make) 57 Providing and fixing of Ozone make locks for toughened door including cost of all material labour etc complete . 58 Providing and fixing ISI marked S.S Sliding door bolts with nuts and screws etc. complete 300x16 mm 59 Providing and fixing ISI marked S.S.. Tower bolt black finish, (Barrel type) with necessary screws etc. complete 300x10 mm 60 Providing and fixing S.S. handles with screws etc. complete: 125 mm 61 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 62 Providing 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 upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required andmaking 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-incharge. With stainless steel cover plate minimum 1.25 mm thickness 63 Supplying and fixing rolling shutters of approved make made of required size of M.S. laths interlocked together througgh their intire length and jointed together at the end by end locks mounted on specially designed pipe shall with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25m M.S. Laths with 1.25mm thick top cover 64 Providing and fixing ball bearingg for rolling shutters 65 Extra for providingg mechanical device chain and crank operration for operating rollingg shutters. Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) 66 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. Hot finished seamless type tubes 67 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 suppliedin 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. 68 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge: With Type N - Normal 50 mm thick 69 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete (Ridges plain (500 - 600mm) 70 Providing & fixingGE plastic 600mm dia Turbo vents of approved make and laying in position as per drawing or as per directed by Engineer in charge 71 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete Gutter (600 mm over all girth) 72 Providing and fixing of UPVC SWR pipe type -B confirming to IS -13592 including jointing the pipe with rubbing ring ,lubricant and UPVC SWR cupler confirming to IS -14735 ,ALSO Including excavation of trenches cutting of walls and holes and repairing the walls ,floors and refiling the trenches as before but excluding supply and cost of other fitting such as elbow bead ,tee and Y -tee including supply of all materials labour and t&p .Required for proper completion of the work . 150 mm dia 73 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595x595 mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32 mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25 x 2 mm, spaced at 1200 mm centre to centre along main ‘T’. 74 The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size 24x24x3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre& 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) 75 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 costof nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (RATE=614.20/ SQM) FOR 250MM THICK 76 Appron Drain (150x150 ) sizewith M-150 Class brick workin 1:3 cement and coarse sandmortar F.M.2.5along appron including supply of all materials labour and t&Petc.required for proper completion of work. 77 INTERNAL SANITARY AND WATER SUPPLY WORK 78 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 580x440mm with integral type foot rests 79 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked black solid plastic seat and lid 80 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 81 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: a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 82 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 83 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia 84 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 85 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: Range of Single half stall urinals with 5 litre PV.C. automatic flushing cistern. 86 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 87 Providing 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. 88 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 89 Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore 90 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore 91 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore 92 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm (Rainwater+soil+waste) 93 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 94 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 95 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 96 Providing 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. 97 110 mm bend 98 110 mm Shoe 99 Providing and fixing of UPVC SWR pipe type -B confirming to IS -13592 including jointing the pipe with rubbing ring ,lubricant and UPVC SWR cupler confirming to IS -14735 ,ALSO Including excavation of trenches cutting of walls and holes and repairing the walls ,floors and refiling the trenches as before but excluding supply and cost of other fitting such as elbow bead ,tee and Y -tee including supply of all materials labour and t&p .Required for proper completion of the work . 100 a) 110mm dia P.V.C. pipe 101 b) 75mm dia P.V.C. pipe 102 Providing and fixing of UPVC SWR door bend confirming to IS-14735. 103 75MM 104 110MM 105 Providing and fixing of UPVC Nahani trap size 100/75mm ,100/90 mm confirming to IS -14735 self cleaning design fixed in pcc 1:2:4 and supply and fixing of 125mm dia heavt duty cp brass jali. 106 Providing and fixing of UPVC SWR cowl confirming to IS-14735. 110MM 107 Providing and fixing of UPVC Plain TEE confirming to IS-14735. 108 75X75X75MM 109 110X110X110MM 110 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 111 15mm dia nominal outer dia pipes 112 20mm dia nominal outer dia pipes 113 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Internal work-Exposed on wall 114 25mm dia nominal bore 115 32mm dia nominal bore 116 Providing and fixing gun metal gate valve with wheel of approved quality. 117 25mm dia nominal bore 118 32mm dia nominal bore 119 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. 120 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: 25 mm nominal bore 121 EXTERNAL SEWAGE AND WATER SUPPLY PIPE LINE SYSTEM 122 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia 123 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design. 150 mm diameter S.W. pipe 124 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 150 mm dia. R.C.C. pipe 125 Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 126 Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix 127 (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 128 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. 129 a) Inside size 90x80 cm & 500cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. 130 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 131 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia nominal bore 132 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32mm 133 Constructing 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 M-150.(non modular) bricks of class designation. 134 SEPTIC TANK 135 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & 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 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). 136 From 0.00 mt to 1.50 mt 137 1.50mt to 3.0 mt 138 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) 139 Brick work common burnt clay F.P.S.(non modular) bricks of class designationM-150 in foundation and plinth in: Cement mortar 1 : 4(1 cement : 4 coarse sand) 140 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, 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) 141 Centering & Shuttering for Suspended floors, roofs, landings, balconies and access platform 142 Steel reinforcement for R.C.C. 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. 143 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) including cost of all labour, material T&P etc complete. 144 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 145 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 146 Providing & fixing 75mm dia vent pipes. 147 Providing & fixing of 75mm dia cast iron terminal guard. 148 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 149 SOAK PIT 150 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & 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 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). 151 From 0.00 mt to 1.50 mt 152 1.50mt to 3.0 mt 153 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) 154 Brick work common burnt clay F.P.S.(non modular) bricks of class designationM-150 in foundation and plinth in: Cement mortar 1 : 4(1 cement : 4 coarse sand) 155 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, 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) 156 Centering & Shuttering for Suspended floors, roofs, landings, balconies and access platform 157 Steel reinforcement for R.C.C. 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. 158 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. 159 Providing & fixing 75mm dia vent pipes. 160 Providing & fixing 100mm dia Drain pipes. 161 Providing & fixing of 75mm dia cast iron terminal guard. 162 Supplying and stacking at site. Over burnt (Jhama) brick aggregate 120 mm to 40 mm 163 ELECTRIFICATION WORKS 164 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 165 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 166 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 167 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 168 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 169 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 170 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 171 4 X 16 sq. mm + 2 X 16 sq. mm earth wire 172 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 173 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). 174 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 175 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required. 176 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 177 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 178 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 179 4 way (4 + 12), Double door 180 8 way (4 + 24), Double door 181 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 182 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps 183 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 184 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required. 185 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 186 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 187 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit,safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (toleranceas per IS : 374-2019), THD less than 10%, remote or electronic regulator unit forspeed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 188 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 189 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 190 100 mm wide x 50 mm depth x 1.6 mm thickness. 191 150 mm wide x 50 mm depth x 1.6 mm thickness. 192 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 193 100 mm wide x 50 mm depth x 1.6 mm thickness. 194 150 mm wide x 50 mm depth x 1.6 mm thickness. 195 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 196 100 mm wide x 50 mm depth x 1.6 mm thickness. 197 150 mm wide x 50 mm depth x 1.6 mm thickness. 198 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc)in each phase withtouch type selector switches for different readings,instrument fuses, current transformer etc. 199 The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 200 Main L.T.Panel 201 Incoming : 202 400 Amp. MCCB-1 No 203 Outgoing : 204 200 Amp. MCCB-1 Nos,100 Amp MCCB- 2 No, & 63 Amp MCCB-1 No 205 Cat. B. Pannel Cubicle Type 206 40 Amp Four pole 207 63 Amp Four pole 208 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 4 way, Double door 209 Supplying and fixing 63 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 63amps C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 210 Supplying and fixing 32-40 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 40 amps C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 211 Supplying and fixing 16-20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 212 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 213 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. 214 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 215 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 216 35 sq. mm 3-1/2 core 217 50 sqmm 3.5 core 218 70 sqmm 3.5 core 219 185 sq. mm 3-1/2 core 220 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 221 35 sq. mm 3-1/2 core 222 50 sq. mm 3-1/2 core 223 70sqmm 3.5 core 224 185 sq. mm 3-1/2 core 225 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 226 35 sqmm 227 50 sqmm 228 70 sqmm 229 185 sq. mm 3-1/2 core 230 Supply and fixing of 40 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with body with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect.. Make;-Havells 231 Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. Cat. AAA 232 Supply & fixing of LED Tube Light with batten suitable for up to 2x22 watt Led tube light fitting including tube Suraface complete in all respect. Cat. AAA 233 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 100 Watt. Confirming to IP 66 protection complete in all respect.Outer sideMake;-Havells 234 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 50 Watt. Confirming to IP 66 protection complete in all respect.Inner sideMake;-Havells 235 Orient electric Exhaust Fan 600 mm Orient electricR (Crompton600MM/900 RPM HEAVY EXHAUST FAN CLASS E) 236 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required Exhaust Fan (Havells) 237 Supply and erection of AC 230/250 Volts, 50 Hz Wallfans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required WallFan (Havells) 238 DATA & NETWORKING 239 Supply & laying charges of D-link CAT-6 UTP cable 240 Patch cord D-Link 5m 241 Patch cord D-Link 2m 242 RJ-45 I/O with single module face plate-2NO 243 24 ports network switch D-link 244 24 ports patch panel 245 Cable manager 246 PVC conduct pipe 50MM 247 Floor cutting 248 24 U network rack 249 Termination of CAT-6 cable on I/O and oatch panel(48+48) 250 FIRE FIGHTINGEXTINGUISHER CYLINDER 251 Supply and fixing of fire extinguiser ,ABC Type 4.0 kg capacity (ISI Marked IS : 15683 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work 252 Supply and fixing of fire extinguiser ,CO2 Type 4.5 kg capacity (ISI Marked IS : 2878 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work. 253 Supply and fixing of fire bucket 9-11 litres capacity with river sand fill supply of all materials and labour for proper completion of work. 254 RAIN WATER HARVESTING 255 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 256 In all kind of soil upto 1.5m depth 257 In all kind of soil upto 1.5m to 3.0m. Depth 258 Providing and laying in cement concrete in 1:4:8 (1 cement :4 coarse sand :8 stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors 259 Brick work with common burnt clay F.P.S. (non modularbrick)bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4coarse sand) 260 Reinforced cement concrete work in beams, suspended floor, 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 the floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregrate 20mm nominal size derived from natural sources). RCC Work in Slab 261 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level thermo-mechnically treated bars 262 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 263 Supply and stacking of graded stone aggregate of 45-90mm size 264 Supply and stacking ofstone chippings of 11.20mm size 265 Supply and stacking ofmoorum at site 266 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design 267 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 268 100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet 269 Stoneware pipes grade A (60 cm long) 150 mm dia 270 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 Pipes 80mm to 300mm diameter. 271 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 272 150mm diameter 273 200mm diameter 274 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design. 275 150mm diameterS.W. Pipe 276 200mm diameter 277 Constructing brick masonry chamber for underground C.I. inspectionchamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slabwith 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size), inside Plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsesand), finished smooth with a floating coat of neat cement on wallsand bed concrete etc. complete as per standard design :Inside dimensions 455x610 mm and 45 cm deep forsingle pipe line : With common burnt clay F.P.S. (non modular) bricks ofclass designation M-150 278 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitablemethod prescribed in IS: 2800 (part I), including collecting samples fromdifferent strata, preparing and submitting strata chart/ bore log, includinghire & running charges of all equipments, tools, plants & machineriesrequired for the job, all complete as per direction of Engineer -in-charge,beyond 90 metre & upto 150 metre depth below ground level.All types of soil 300 mm dia 279 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 280 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. 281 C.C. ROAD 282 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, leadupto 50m and lift upto 1.5m, disposed earth to be levelled and neatlyy 283 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 : 8 graded stone aggregate 40 mm nominal size) 284 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications anddirections of Engineer-in-charge. (The panel shuttering work shall be paid for separately). 285 Brick work with common burnt clay F.P.S. (non modularbrick)bricks of class designation M-150 Cement mortar 1:4 (1 cement : 4 coarse sand) 286 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads/ pavements all complete as per directionof the Engineer-In-Charge. 287 12 MM thick plaster (1:3) with coarse sand including cost of all labour, material T&P etc complete. 288 CARTED EARTH FILLING 289 Filling of carted earth under floors, including watering, ramming, consolidating and dressing complete. 290 C.C.TV CAMERA 291 Camera and accessories 292 Camera Max 2M 1920 x 1080 resolution 3 point 8mm fixed lens H dot 264 MJPEG dual codec Multiple streaming Day and Night ICR WDR 120dB Enhanced DIS Defog SD SDHC SDXC memory slot Multi crop streaming IR LED, CertificationFCC,YL listed, CE (for installation at indoor areas like court, offices, etc.) 293 5 MP Outdoor Bullet CCTV Ethernet Camera with inbuilt Audio Mic IP67 1080p 294 5MP IR Dome Camera | 3.6mm Fixed Lens up to 20 M IR Distance | Max. 25fps@5MP (16:9 Video Output), White - CP-USC-DC51PL2-V3 MAKE;-Hikvision/CP PLUS 295 Switch 296 Industrial grade Gigabit Switch 16 port-D Link 297 Hardware- Server Room 298 Network Rack 18 U 299 32 LCD screen Smart TV IP Enabled-Make:LG 300 8 TB Hard disk 301 CCTV Software 302 Network Video Software 303 Cables 304 Power Cable 305 Fiber Optic Cable (2Core) 306 CAT5 Cable 307 Project Services and Installation Services 308 REFLECTIVE SIGN BOARD 309 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 310 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 311 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulatedlens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineerin- charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage 312 Writing text 313 DG SETPLATFORM 314 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil 315 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 : 8 graded stone aggregate 40 mm nominal size) 316 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 317 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) SLAB 318 Steel reinforcement for R.C.C. 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. 319 Centering and shuttering including strutting, propping etc. and removal of form for Raft Foundation. 320 Brick work with common burnt clay F.P.S. (non modularbrick)bricks of class designation M-150Cement mortar 1:4 (1 cement : 4 coarse sand) 321 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 322 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 323 V SETSAFETY CAGE/MONKEY CAGE 324 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil 325 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 : 8 graded stone aggregate 40 mm nominal size) 326 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 327 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)For Slab 328 Steel reinforcement for R.C.C. 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. 329 Centering and shuttering including strutting, propping etc. and removal of form for Raft Foundation. 330 Brick work with common burnt clay F.P.S. (non modularbrick)bricks of class designation M-150 . Cement mortar 1:4 (1 cement : 4 coarse sand) 331 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 332 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 333 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 334 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 335 SPLIT AIRCONDITIONING SYSTEM 1.5TR 336 Supply & installation of split direct expansion Air conditioners suitable for operation on A/C Supply single phase 50 HZ 230 Volts with hermetically sealed compressor with air cooled condenser ,motor capacitor and startrun capacitor .relay and over load protector internal unit ,with one indoor and one outdoor unit.The condenser unit will be placed outside the room on the terrace to avoid noise including standard lenght of suitable size copper tubing covered with insulation tube .(hIGH WALL CHORDED /CORDLESS ) SUITABLE CAPACITY 3 CORE SHEATHED /PVC COPPER CABLE AND A BATTERY OPERATED WIRELESS REMOTE.VOLTAS /HITACHI /SAMSUNG ETC. Bee star rated :5 star ,EER3.4 337 GST Extra as applicable
Contract Date: Jan 17, 2026 Contract Value : 2.90 Crore
Government Departments No of Bidders 6
Uttar Pradesh View Result →
27.
Rural Development #8386688 AOC
Tender For In Ward-35 Akbarpur-Baharampur, From Nanak House To Solanki House, From Miraj House To Mandev Chaudhary House, Road Improvement Work Through Drain And Cc. - Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge. 2 Dismantling sundries brick work including stackingof dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) 3 E/W in Excavation in foundation in ordinary soiletc all complete as the direction of engineer in charge. 4 Disposal of earth up to 8.00 Km from site including etc. all complete work. 5 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge. 6 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge 7 S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge 8 Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge. 9 RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. But for slab (As per 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars 11 Construction of un-reinforced, 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and expansion, construction joints, applying debonding strips, primer. sealant, dowel bars near approaches to bridge/culvert and construction joints. 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical 12 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. 13 12 mm thick plaster with cement and coarse sand of 2.20 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. 14 Ded the cost of old bricks 15 Ded the cost of old bricks /batts 16 GST
Contract Date: Dec 06, 2025 Contract Value : 8.37 Lakh
Local Bodies No of Bidders 5
Uttar Pradesh View Result →
28.
Housing Urban and Rular Development #8380368 AOC
Tender For Special Repair Of Gothani Link Road - Providing, laying, spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 3 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 4 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. (With Carted Earth in Patri Work) But excluding GST. 5 Excavation for roadwork in soil with hydraulic excavator of0.9 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 6 Providing concrete for plain/reinforced concrete Grade M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 7 Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. 8 Providing concrete for plain/reinforced concrete PCC 1:2:4 Nominal Mix in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,
Contract Date: Dec 05, 2025 Contract Value : 16.28 Lakh
Government Departments No of Bidders 6
Uttar Pradesh View Result →
29.
Housing Urban and Rular Development #8340627 AOC
Tender For Special Repair Aazizabad Link Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular/ Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 as per Technical Specification Clause 508 Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 6 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. (With Ordinery Earth in Patri Work) But excluding GST. 7 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. (With Carted Earth in Patri Work) But excluding GST.
Contract Date: Nov 28, 2025 Contract Value : 4.72 Lakh
Government Departments No of Bidders 8
Uttar Pradesh View Result →
30.
Housing Urban and Rular Development #8287586 AOC
Tender For Special Repair Of Muni Jarara To Lakhanwada Link Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular/ Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 as per Technical Specification Clause 508 Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 6 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. (With Ordinery Earth in Patri Work) But excluding GST. 7 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. (With Carted Earth in Patri Work) But excluding GST.
Contract Date: Nov 19, 2025 Contract Value : 13.56 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
31.
Housing Urban and Rular Development #8221487 AOC
Tender For Special Repair Work Of Aligarh Ramghat Road To Gangagarh Monipura Link Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 3 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. (With Carted Earth in Patri Work) Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST.
Contract Date: Nov 07, 2025 Contract Value : 4.70 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
32.
Rural Development #8160301 AOC
Tender For Road Improvement Work From Crescent Chowk To Hansraj Market In Ward 42, Mansarovar Park Colony. - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-in-charge within a distance of 60 metre ( 200 feet ) (AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.04 ITEM NO 694) 2 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 3 Desposal of refused material/malwa distance up to 5 km etc all complete as the direction of engineer in charge. (AS PER DSR 2023 PAGE N. 83 ITEM N. 1.1.2 ) 4 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 5 R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) 6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1 7 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compactig with vibratory roller to achieve desired density, complete as per Clause 401 8 Supply of 22.4 to 53 mm gauge stone ballast with stacking for measurment etc all complete as per the direction of engineer in charge.RMR 9 Supply of Screeing material with stacking for measurment etc all complete as per the direction of engineer in charge.RMR 10 Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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 2/3 as per Technical Specification Clause 405.(SOR 2022 SI. N. 20.02 ITEM N. 752) 11 S/L P:C:C ( 1:4:8) with 40 mm size stone ballast coarse sand & cement etc all complete as the direction of engineer in charge (AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.11 ITEM NO 281.) 12 Construction of un-reinforced, dowl 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecificationClause1501 ( SOR 2022/20.12) 13 Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plandimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds 14 Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plandimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds 15 DPR CHARGE etc all completed as per the direction of engineer - in - charge. 16 SIGN BOARD etc all completed as per the direction of engineer - in - charge. 17 GST
Contract Date: Oct 27, 2025 Contract Value : 2.21 Crore
Local Bodies No of Bidders 11
Uttar Pradesh View Result →
Contract Date: Oct 04, 2025 Contract Value : 44.00 Lakh
Government Departments No of Bidders 4
Himachal Pradesh View Result →
34.
Rural Development #7970345 AOC
Tender For CC work on the back side service road of Ward 84 Rajnagar Sector 10 GDA Market - Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-in-charge within a distance of 60 metre ( 200 feet ) (AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.04 ITEM NO 694) 2 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 3 Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). 4 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 5 S/L of stone ballast 22.4 to 53 mm size with stacking for measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR 6 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) 7 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) 8 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause 1501. 9 GST
Contract Date: Sep 18, 2025 Contract Value : 4.07 Lakh
Local Bodies No of Bidders 17
Uttar Pradesh View Result →
Contract Date: Jul 23, 2025 Contract Value : 28.49 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
37.
Housing Urban and Rular Development #7600251 AOC
Tender For Construction Of 33 11 Kv Alt Sub Station In Sector 05 Dhuriyapar Gida Gorakhpur - Swichyard BuildingEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 3 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 4 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. 5 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete . Concrete of M25 grade with minimum cement content of 330 kg /cumAll works upto plinth level(For R.C.C. Footing) 7 (For R.C.C. Beam) 8 (For R.C.C. Column) 9 All works above plinth level upto floor V level(For R.C.C. Lintel) 10 (For R.C.C. Slab) 11 (For R.C.C. Beam) 12 (For R.C.C. Column) 13 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) M-150 14 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: Cement mortar 1:6 (1 cement : 6 coarse sand) M-150Ground Floor 15 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete. 16 Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with pieceofclothlightly soaked in kerosene oil. 17 P/F TMT Bar -Fe 500 in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.All works upto plinth level 18 All works above plinth level upto floor V level 19 15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 20 15 mm cement plasterinsingle coat on rough sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth. 1 cement : 6Course sandGround Floor 21 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. 1 cement : 6 Course sandGround Floor 22 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)Ground Floor 23 Making drip coarse sand in sun shades or facia with 1:3 cement and fine sand mortar as per direction of Engineer-in charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 24 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 25 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of he slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 28 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. 29 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. 30 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 31 Supply & fixing of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick(a) Single leaf 32 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.M.S or iron work in hold fasts Door/Window/Ventilator 33 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 34 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. 35 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 36 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Door chowkhats 37 Window chowkhats 38 Clerestory window chowkhats 39 Providing and fixing wire gauge shutters using dalvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws;35 mm thick Second class teak wood shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 40 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 41 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes 42 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.Ground Floor 43 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J & N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters including cost of all labour & materials. Ground Floor 44 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.25 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).Ground Floor 45 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 46 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 47 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete 48 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 : 300x16 mm 49 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 :(a) 300 mm x 10mm 50 (b) 200 mm x 10mm 51 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 : 52 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 53 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 54 Providing & laying brick Coba 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brickballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 55 Construction of drain along with apron. 150 x 150 mm 56 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) 57 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 58 INTERNAL PLUMBING WORKSProviding 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 59 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillarcock, 32 mm PTMT waste coupling of standard pattern, including paintingof fittings and brackets, cutting and making good the walls whereverrequired.White Vitreous China Flat back wash basin size 550x400 mmwith single 15 mm PTMT pillar cock. 60 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 fitting sand brackets, cutting and making good the walls wherever required :Kitchen sink without drain board470x420 mm bowl depth 178 mm 61 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 62 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 63 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 64 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 65 Providing and fixing C.P. brass overhead shower with 15 or 20 mm inlet with shower arm 230 mm (9”) with wall flange. 66 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.15 mm nominal dia 67 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia / 40 mm dia 68 Providing and fixing 600 X 450mm beveled edge mirror superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 69 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than93 gms 70 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than110 gms 71 Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than88 gms 72 Providing and fixing PVC angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 73 SOIL , WASTE, VENT AND RAIN WATER PIPES AND FITTINGS (INTERNAL WORK)Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.110 mm 74 Exposed on Wall (Soil & Waste Pipe)100 mm dia 75 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.For 100 mm dia pipe 76 Y Fitting without doorFor 100 mm dia pipe 77 Bend without door (45°)For 100 mm dia pipe 78 Single Tee with door100x100x100 mm 79 Vent Cowla) 100mm 80 Providing & fixing coller.a) 100mm dia. 81 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.(UPVC SWR)110 mm diameter RWP 82 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (UPVC SWR)For 110 mm 83 Providing 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. (COUPLER)110 mm. 84 Single pushfit Coupler110 mm. 85 Bend 87.5°110 mm bend 86 Shoe (Plain)110 mm bend 87 WATER SUPPLY (INTERNAL & EXTERNAL WORK )Providing 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.Internal work - Exposed on wall25 mm nominal outer dia Pipes 88 32 mm nominal outer dia Pipes 89 40 mm nominal outer dia Pipes 90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 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.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes 91 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 92 32 mm nominal bore 93 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore 94 Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore 95 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design:a) 150 x 100 mm. size P type 96 Constructing brick masonry manhole with class bricks M-150in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.With M-150 Bricks 97 INTERNAL ELECTRIFICATION WORKSWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC 25mm conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 98 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 99 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 100 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 101 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 102 MCBs & DB’s :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 (SPN DB) 103 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 MCB 104 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 105 Supply and fixing of 40A DP RCBO 30mA 106 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 107 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. 108 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 109 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 110 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required.TV antenna socket outlet 111 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.75mm X 75 mm X 60mm Deep 112 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.1 or 2 Module (75mm X 75 mm) 113 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 114 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 115 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm Dia 116 Supply and fixing of wall bracket LED 9W bulb light fitting including tube on Surface complete in all respect.Cat. AAA 117 Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect.1 X 22 W CAT-AAA 118 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 119 Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. 120 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.upto 35 sq. mmAbove 95sqmm and upto 185sqmm 121 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required.upto 35 sq. mm 122 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 123 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 124 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 125 Earthing with Copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 126 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 127 Providing and fixing 25 mm X 5 mm Copper strip on surface or in recess for connections etc. as required. 128 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 129 TYPE-IIIEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 130 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 131 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 132 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. 133 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 134 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete . Concrete of M25 grade with minimum cement content of 330 kg /cumAll works upto plinth level(For R.C.C. Footing) 135 (For R.C.C. Beam) 136 (For R.C.C. Column) 137 All works above plinth level upto floor V level(For R.C.C. Lintel) 138 (For R.C.C. Slab) 139 (For R.C.C. Beam) 140 (For R.C.C. Column) 141 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) M-150 142 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: Cement mortar 1:6 (1 cement : 6 coarse sand) M-150Ground Floor 143 Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) M-150Ground Floor 144 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete. 145 Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with pieceofclothlightly soaked in kerosene oil. 146 P/F TMT Bar -Fe 500 in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.All works upto plinth level 147 All works above plinth level upto floor V level 148 15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 149 15 mm cement plasterinsingle coat on rough sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth. 1 cement : 6Course sandGround Floor 150 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. 1 cement : 6 Course sandGround Floor 151 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)Ground Floor 152 Making drip coarse sand in sun shades or facia with 1:3 cement and fine sand mortar as per direction of Engineer-in charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 153 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 154 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 155 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of he slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 156 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 157 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. 158 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. 159 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red, Area of slab over 0.50 sqm 160 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 161 Supply & fixing of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick(a) Single leaf 162 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.M.S or iron work in hold fasts Door/Window/Ventilator 163 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 164 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. 165 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 166 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Door chowkhats 167 Window chowkhats 168 Clerestory window chowkhats 169 Providing and fixing wire gauge shutters using dalvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws;35 mm thick Second class teak wood shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 170 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 171 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes 172 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.Ground Floor 173 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J & N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters including cost of all labour & materials. Ground Floor 174 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.25 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).Ground Floor 175 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 176 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 177 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete 178 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 : 300x16 mm 179 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 :(a) 300 mm x 10mm 180 (b) 200 mm x 10mm 181 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 : 182 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 183 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 184 Providing & laying brick Coba 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brickballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 185 Construction of drain along with apron. 150 x 150 mm 186 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) 187 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 188 INTERNAL PLUMBING WORKSProviding 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 189 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillarcock, 32 mm PTMT waste coupling of standard pattern, including paintingof fittings and brackets, cutting and making good the walls whereverrequired.White Vitreous China Flat back wash basin size 550x400 mmwith single 15 mm PTMT pillar cock. 190 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 fitting sand brackets, cutting and making good the walls wherever required :Kitchen sink without drain board470x420 mm bowl depth 178 mm 191 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 192 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 193 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 194 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 195 Providing and fixing C.P. brass overhead shower with 15 or 20 mm inlet with shower arm 230 mm (9”) with wall flange. 196 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.15 mm nominal dia 197 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia / 40 mm dia 198 Providing and fixing 600 X 450mm beveled edge mirror superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 199 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than93 gms 200 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than110 gms 201 Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than88 gms 202 Providing and fixing PVC angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 203 SOIL , WASTE, VENT AND RAIN WATER PIPES AND FITTINGS (INTERNAL WORK)Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.110 mm 204 Exposed on Wall (Soil & Waste Pipe)100 mm dia 205 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.For 100 mm dia pipe 206 Y Fitting without doorFor 100 mm dia pipe 207 Bend without door (45°)For 100 mm dia pipe 208 Single Tee with door100x100x100 mm 209 Vent Cowla) 100mm 210 Providing & fixing coller.a) 100mm dia. 211 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.(UPVC SWR)110 mm diameter RWP 212 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (UPVC SWR)For 110 mm 213 Providing 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. (COUPLER)110 mm. 214 Single pushfit Coupler110 mm. 215 Bend 87.5°110 mm bend 216 Shoe (Plain)110 mm bend 217 WATER SUPPLY (INTERNAL & EXTERNAL WORK )Providing 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.Internal work - Exposed on wall25 mm nominal outer dia Pipes 218 32 mm nominal outer dia Pipes 219 40 mm nominal outer dia Pipes 220 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 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.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes 221 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 222 32 mm nominal bore 223 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore 224 Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore 225 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design:a) 150 x 100 mm. size P type 226 Constructing brick masonry manhole with class bricks M-150in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.With M-150 Bricks 227 EXTERNAL PLUMBING WORKSExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 228 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge.200mm diameter 229 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W.R. Pipes including bed concrete as per standard design.200mm diameterS.W.R. Pipe 230 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line 231 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 232 INTERNAL ELECTRIFICATION WORKSWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC 25mm conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 233 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 234 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 235 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 236 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 237 MCBs & DB’s :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 (SPN DB) 238 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 MCB 239 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 240 Supply and fixing of 40A DP RCBO 30mA 241 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 242 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. 243 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 244 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 245 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required.TV antenna socket outlet 246 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.75mm X 75 mm X 60mm Deep 247 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.1 or 2 Module (75mm X 75 mm) 248 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 249 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 250 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm Dia 251 Supply and fixing of wall bracket LED 9W bulb light fitting including tube on Surface complete in all respect.Cat. AAA 252 Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect.1 X 22 W CAT-AAA 253 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 254 Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. 255 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.upto 35 sq. mmAbove 95sqmm and upto 185sqmm 256 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required.upto 35 sq. mm 257 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 258 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 259 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 260 Earthing with Copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 261 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 262 Providing and fixing 25 mm X 5 mm Copper strip on surface or in recess for connections etc. as required. 263 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 264 TYPE-IEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 265 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 266 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 267 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. 268 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 269 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete . Concrete of M25 grade with minimum cement content of 330 kg /cumAll works upto plinth level(For R.C.C. Footing) 270 (For R.C.C. Beam) 271 (For R.C.C. Column) 272 All works above plinth level upto floor V level(For R.C.C. Lintel) 273 (For R.C.C. Slab) 274 (For R.C.C. Beam) 275 (For R.C.C. Column) 276 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) M-150 277 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: Cement mortar 1:6 (1 cement : 6 coarse sand) M-150Ground Floor 278 Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) M-150Ground Floor 279 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete. 280 Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with pieceofclothlightly soaked in kerosene oil. 281 P/F TMT Bar -Fe 500 in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.All works upto plinth level 282 All works above plinth level upto floor V level 283 15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 284 15 mm cement plasterinsingle coat on rough sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth. 1 cement : 6Course sandGround Floor 285 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. 1 cement : 6 Course sandGround Floor 286 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)Ground Floor 287 Making drip coarse sand in sun shades or facia with 1:3 cement and fine sand mortar as per direction of Engineer-in charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 288 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 289 Providing and laying Vitrified tiles in floor without lean concrete of 500x 500mm sizes (thickness 10mm), with water absorption less than 0.08% andonforming to IS:15622, of approved brand & manufacturer, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Same as above but for 600X600mm size. 290 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of he slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 291 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 292 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. 293 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. 294 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red, Area of slab over 0.50 sqm 295 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 296 Supply & fixing of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick(a) Single leaf 297 M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.M.S or iron work in hold fasts Door/Window/Ventilator 298 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 299 Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. 300 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 301 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.Door chowkhats 302 Window chowkhats 303 Clerestory window chowkhats 304 Providing and fixing wire gauge shutters using dalvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws;35 mm thick Second class teak wood shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 305 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 306 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes 307 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.Ground Floor 308 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J & N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters including cost of all labour & materials. Ground Floor 309 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.25 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).Ground Floor 310 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 311 Painting or vanishing two coats on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T & P etc. required for proper completion of work.Paint to be used should confirm to the I.S.I No.103 1950 312 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete 313 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 : 300x16 mm 314 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 :(a) 300 mm x 10mm 315 (b) 200 mm x 10mm 316 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 : 317 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 318 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 319 Providing & laying brick Coba 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brickballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 320 Construction of drain along with apron. 150 x 150 mm 321 Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) 322 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 323 INTERNAL PLUMBING WORKSProviding 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 324 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillarcock, 32 mm PTMT waste coupling of standard pattern, including paintingof fittings and brackets, cutting and making good the walls whereverrequired.White Vitreous China Flat back wash basin size 550x400 mmwith single 15 mm PTMT pillar cock. 325 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 fitting sand brackets, cutting and making good the walls wherever required :Kitchen sink without drain board470x420 mm bowl depth 178 mm 326 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 327 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 328 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 329 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 330 Providing and fixing C.P. brass overhead shower with 15 or 20 mm inlet with shower arm 230 mm (9”) with wall flange. 331 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.15 mm nominal dia 332 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe32 mm dia / 40 mm dia 333 Providing and fixing 600 X 450mm beveled edge mirror superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 334 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than93 gms 335 Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than110 gms 336 Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than88 gms 337 Providing and fixing PVC angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 338 SOIL , WASTE, VENT AND RAIN WATER PIPES AND FITTINGS (INTERNAL WORK)Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.110 mm 339 Exposed on Wall (Soil & Waste Pipe)100 mm dia 340 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.For 100 mm dia pipe 341 Y Fitting without doorFor 100 mm dia pipe 342 Bend without door (45°)For 100 mm dia pipe 343 Single Tee with door100x100x100 mm 344 Vent Cowla) 100mm 345 Providing & fixing coller.a) 100mm dia. 346 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.(UPVC SWR)110 mm diameter RWP 347 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (UPVC SWR)For 110 mm 348 Providing 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. (COUPLER)110 mm. 349 Single pushfit Coupler110 mm. 350 Bend 87.5°110 mm bend 351 Shoe (Plain)110 mm bend 352 WATER SUPPLY (INTERNAL & EXTERNAL WORK )Providing 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.Internal work - Exposed on wall25 mm nominal outer dia Pipes 353 32 mm nominal outer dia Pipes 354 40 mm nominal outer dia Pipes 355 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 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.Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes 356 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 357 32 mm nominal bore 358 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore 359 Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore 360 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design:a) 150 x 100 mm. size P type 361 Constructing brick masonry manhole with class bricks M-150in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.With M-150 Bricks 362 EXTERNAL PLUMBING WORKSExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 363 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge.200mm diameter 364 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W.R. Pipes including bed concrete as per standard design.200mm diameterS.W.R. Pipe 365 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line 366 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 367 INTERNAL ELECTRIFICATION WORKSWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC 25mm conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 368 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 369 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 370 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 371 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 372 MCBs & DB’s :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 (SPN DB) 373 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, 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 MCB 374 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 375 Supply and fixing of 40A DP RCBO 30mA 376 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 377 Supplying and fixing suitable size GI box with modular plateand cover in front on surface or in recess, including providingand fixing 6 pin 5/6 A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc. as required. 378 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. 379 Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 380 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required.TV antenna socket outlet 381 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.75mm X 75 mm X 60mm Deep 382 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required.1 or 2 Module (75mm X 75 mm) 383 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 384 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 385 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100 mm Dia 386 Supply and fixing of wall bracket LED 9W bulb light fitting including tube on Surface complete in all respect.Cat. AAA 387 Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect.1 X 22 W CAT-AAA 388 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 389 Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. 390 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.upto 35 sq. mm 391 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.Above 95sqmm and upto 185sqmm 392 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required.upto 35 sq. mm 393 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation and refilling the trench etc. as required,but excluding sand cushioning and protective covering.Above 95sqmm and upto 185sqmm 394 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 395 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 396 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 397 Earthing with Copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 398 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) 399 Providing and fixing 25 mm X 5 mm Copper strip on surface or in recess for connections etc. as required. 400 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 401 SEPTIC TANK (100 USERS)- 01 NOS.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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.From 0.00 mt to 1.50 mt 402 1.50mt to 3.0 mt 403 3.0mt to 4.5 mt 404 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 405 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20 406 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) M-150 407 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 408 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand 409 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 410 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 411 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) 412 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay Class M-150 Brick works 413 BORING TUBEWELL- 01 NOS.Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.All Types of Soil350 mm dia 414 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders350 mm dia 415 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm 416 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia 417 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.Around Pipe (3.14*0.15*0.15*160.00) 418 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (3.14*3.50*3.50*0.30) 419 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 420 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:150 mm dia 421 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm dia 422 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).150 mm dia 423 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore 424 Supplying and drawing following sizes of FRLS PVC insulatedcopper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm 425 Supplyof Submersibule pump with control panel, support wire etc. complete 7.5 H.P. (KSB / EQ.) 426 BOUNDARY WALLEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 427 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 428 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lighterbeams i.e. having spans upto 6 m. excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) 429 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 size derived from natural sources). 430 As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than [1 cement :1.5 coarse sand :3 stone aggregate] M-20 431 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 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 sources) 432 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 433 M-150 brick work in 1:6 (one cement and four coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 434 M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. 435 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand (2.25 F.M.) 436 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 437 Providing and applying white cement based putty of average of thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 438 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 439 Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works) 440 M.S. GATE 5.0 MT. WIDEEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 441 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 442 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.(M-20) 443 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lighterbeams i.e. having spans upto 6 m. excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) 444 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 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 sources) 445 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3in columns excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.(M-20) 446 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 447 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 448 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) 449 Providing and applying white cement based putty of average of thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 450 Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 451 Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works) 452 C.C. ROADEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 453 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cum 454 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) M-150 455 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. 456 Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade A sealing compound. 457 Providing and laying 200 Micron Dust proof waterproof Plastic Polythene Sheet 458 Providing & Laying Trimix vaccum dewatering the concrete floors using TREMIX or equivalent over item no 5.4 and finishing the top surface to required level/ slope and grade with rough/broom finish using power trowels (both fan & disc) of standard make including curing, providing and mixing of hardening compound @ 2Kg/Sqm,cutting of VDF floor 100-150mm thick with Diamond Saw System (disposal of debris to be included in the quoted rate)as per specification including filling of Colpor of Fosroc make etc. complete as per specification and drawing. (Maximum thickness of RCC flooring shall be of 150 mm) At all heights/depths and levels. 459 DRAINEarth 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 lan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 460 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 461 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete . Concrete of M25 grade with minimum cement content of 330 kg /cum(ForDrainSlab) 462 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: Cement mortar 1:6 (1 cement : 6 coarse sand) M-150 463 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete. 464 Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with pieceofclothlightly soaked in kerosene oil. 465 P/F TMT Bar -Fe 500 in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 466 12 mm cement plasterinsingle coat on rough sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth. 1 cement : 6Course sand 467 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 468 COST OF Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. [ DSR-2.32-8.95*.735*111/107 ] 469 Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305. 470 S/of Terminal Gantry. uppcl. (CD-2021-22)A-10 471 S/of 33 KV line Isolator 800 Amp. uppcl. (SIR-2025-26)-92 472 S/ of 33 KV Bus-Isolator 800 Amp.uppcl. (SIR-2025-26)-93 473 S/ of Structure for above.uppcl.(CD-2021-22)A-10 474 S/of 33 KV Fuse set. uppcl.(SIR-2025-26)-97 475 Structure for above Fuse set. Sec-26 Bhiti Rawat SS Rate 476 Testing & Commissioning of 11 KV Incoming Switch Gear VCB, CTR 600/300/5Amp.350 MVA, 24 Volt(1250 amp) For I/C. uppcl.(SIR-2025-26)-90 477 Testing & Commissioning of 11 KV O/G Switch Gear VCB CTR-200/100/5A, 350 MVA.(1250 amp) .uppcl. (SIR-2025-26)-91 478 S/ of 33 KV Lighting Arrestor. ( 3 Nos.In a set.).uppcl.(SIR-2025-26)-94 479 S/ of Structure for above.uppcl.(CD-2021-22)A-10 480 S/ of 33 KV Post Insulator.uppcl.(SIR-2024-25)-97 481 S/ of Structure for above.uppcl. (CD-2021-22)A-10 482 S/of 11 KV CT/PT Metering Pole Mounted Unit. uppcl.(SIR-2025-26)-88 483 S/ of 33 KV CT/PT Metering Pole Mounted Unit.uppcl.(SIR-2025-26)-89 484 S/ of 33 KV PT(outdoor) (33 KV/110V).uppcl.(SIR-2025-26)-101 485 S/ of Structure for above.uppcl. 486 S/ of Testing & Commissioning of 10 MVA disc copper wound Tarnsfarmercore & coile assembly 8400 Kg,T/F oil 3260 kg, tank & fitting 5800 kg, total weight of T/F with oil 17460 kg. Complete in all respect. (Make. Crompton, ABC, Kiloskar, Volt Amp).uppcl(SIR-2025-26)-113 487 S/ of 90 lbs Rail Pole pieces for T/F (CD-2021-22)A-10 488 C/O Plinth of 10 MVA T/F Complete.(CD-2021-22)A-10 489 S/F of barbed wire fancy with gate etc. for (Switchyard) 2 mtr. High cage fabricate with 3mm thick expanded metal fixed on 50mmx500mmx6mm angle iron frame having vertical members spaced at1 to 1.25 mtsaand horizontal members spacet at 1 mt.The members in the wall to a depth of 300 mm with ends foked. The cage shall have 2000x1000mm size one leaf door with locking device having door frame fabricated with 35x35x6mm angle iron and 3mm expanded metal duly fixed with cage members with hinges etc. The cage shall be painted with red oxide primer and synthetic emamel paint. Tho job includeds all matterials, labour, T&P etc. for proper complection of work.(CD 2021-22 A-10 Sl-21) 490 C/o Boundary wall in brick work with cement mortar 1:6 (1 cement:6 Coarse Sand) for chain link including plaster in cement mortar 1:4(1 Cement : 4 Coarse Sand) and finishing with water proofing cement paint complete as per attached drawing & complete in all respects as per direction of E/l/(AOR).uppcl 491 C/o granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on ppepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory orller to achieve the desired density, complete as per clause 401.uppcl 492 S/ of 11 KV XLPE Cable of size 3x185 Sq.mm .uppcl(SIR-2025-26)-15 493 S/ of 11 KV XLPE Cable of size 3x300Sq.mm (SIR-2025-26)-16 494 Laying of 185 & 300 mm2Cable including cost of sand & Bricks.uppcl (CD-2021-22)A-10 495 Making ofCable trench of size 600x400 mmin switch yard with 2 size RCC cover including sand refilling in 33/11 vidut S/S For 33 KVA underground Cablecomplete in all respect.CD 2019 A-29 496 Making of 11 KV Cable Boxes mounted with switch gear & T/F.uppcl (CD-2021-22)A-13/12 497 S/ of CopperControl cable 4x2.5 Sq.mm.uppcl (CD-2021-22)A-10 498 S/ of Copper Control cable 2x2.5 Sq.mm.uppcl(CD-2021-22)A-10 499 Laying of control cable.uppcl(CD-2021-22)A-10 500 Earthing ofOutdoor equipments & earth mat with G.I strip 50/35/25mm.uppcl (CD-2021-22)A-10 501 Earthing of Indoor equipments.uppcl (CD-2021-22)A-10 502 T/F 63 KVA Transformer Comp. (Make. Crompton, ABC, Kiloskar, Volt amp).uppcl(SIR-2025-26)-107 503 Cost of accessories for mounting of 63 KVA T/F. uppcl(CD-2021-22)A-10 504 S/ of 11 KV D/Pole structure For 63 KVA. uppcl. Transformer.uppcl(CD-2021-22)A-10 505 Painting of S/S structure. uppcl(CD-2021-22)A-10 506 Sundry stores.uppcl.(CD-2021-22)A-10 507 S/ ofRubber Matt.uppcl Sec-26 Bhiti Rawat SS Rate 508 S/ of 11 KV T.P.M.O Switch with Polymer insulator.(SIR-2025-26)-98 509 S/ of3- Phase D O Fuse set.uppcl(SIR-2025-26)-95 510 Temporary shed for dump store stock materials at site.uppclSec-26 Bhiti Rawat SS Rate 511 Sub-Station Name & Arrow sign. Board Comp.uppcl Sec-26 Bhiti Rawat SS Rate 512 Installation of Switch gear panels.uppcl 513 S/o providing of Furniture os s/s Plastic chair, wooden table(-01 Nos table, 4 chair).uppcl Sec-26 Bhiti Rawat SS Rate 514 S/of33 KV VCB 800Amp,700 Amp,750 MVA (SIR. 2025-26)-102 515 S/of 33 KV control panel for Double T/F (SIR- 2025-26)-132 516 S/of CT200/100/1-1A. (SIR. 2025-26)-99 517 S/ofSteel structure.uppcl. C.D.2021-22 (PS -19 Sr No.-6-ii)Sec-26 Bhiti Rawat SS Rate 518 Plinth & foundation of VCB.uppcl 519 S/ of 24 Volt Battery Nos 12X2 Volt,200AH .uppcl (SIR-2025-26)-129 520 S/ of 24 Volt BatteryCharger.uppcl (SIR-2025-26)-128 521 S/of PVC insulated Cable of size 4x16Sq.mm.uppcl(ps. No 501(1) 522 Writing name on s/s Building 11 KV Switchgear panels & all equipment installed in control room & switchyard.uppcl Sec-26 Bhiti Rawat SS Rate 523 Break down, shutdown. Restoring name board BP sheet.uppcl Sec-26 Bhiti Rawat SS Rate 524 S/ of Fire Buckets stand with 5 non. Buckets.uppcl Sec-26 Bhiti Rawat SS Rate 525 S/ of Maximum/Minimum, Line diagram Key board and Glove earthing chain etc.uppcl Sec-26 Bhiti Rawat SS Rate 526 S/ of LT Cable 3.5x70 Sq.mm.uppcl(SIR-2025-26)-3 527 Watching ward of Staff material up to commission & holding over of S/S hang ration.uppclSec-26 Bhiti Rawat SS Rate 528 S/of 11 KV Bus cupler 1250 Amp .uppcl(SIR-2025-26)-130 529 11 KVCable Jointing Kit 3x300 sq.mm. Outdoor type.uppcl(SIR-2025-26)-119 530 11 KVCable Jointing Kit 3x300 sq.mm. Indoor type.uppcl(SIR-2025-26)-119 531 11 KVA straight through 3x300 UPPCL (SIR-2025-26)-119 532 11 KVA straight through 3x185 UPPCL (SIR-2025-26)-122 533 11 KVCable Jointing Kit 3x185 sq.mm. Outdoor type.uppcl(SIR-2025-26)-122 534 11 KVCable Jointing Kit 3x185 sq.mm. indoor type.uppcl(SIR-2025-26)-122 535 S/F of AC & DC distribution board for AC supply in 33 KVA Panel 11 KVA Panel.uppcl Sec-26 Bhiti Rawat SS Rate 536 S/of HDPE Pipe 120mm uppcl.(SIR-2025-26)-125 537 S/of HDPE Pipe 140mm uppcl.(SIR-2025-26)-126 538 S/F GI Pipe Clamp.uppcl. Sec-26 Bhiti Rawat SS Rate 539 Earth Filling69x75x3.5.uppcl. 540 Inauguration Pattika Work for Sub-Station.uppcl. Sec-26 Bhiti Rawat SS Rate 541 S/of ST Pole 11 mtr long Sp-55 IS 410 for 11 KV Line. uppcl.(SIR-2025-26)-43 542 S/of ST Pole 9 mtr long Sp-33 IS 410 for S/S Campus.uppcl. Electrifiction.uppcl.(SIR-2025-26)-42 543 S/F Stone Pad for Poles(300x300x75)mm SIR 2025-26 DC Rate SL No-01 544 11 KV TPMO With Fixing clamp A-10 CD 2021-22 545 11 KV Fuse Set with Fixing Clamp A-10 CD 2021-22 546 GI Pipe 6dia SIR 2025-26 Sl No. 28 547 Band G.I Pipe 2 dia,thicknes 02mm, lenth 1mtr. 548 Clamp for G.I Band with nut & bolt. 549 S/ of ACSR Wesal Conductor.uppcl.(SIR-2025-26)-59 550 S/ of ACSR Panther Conductor.uppcl. UPPTCL( 205-26)-63 551 S/ of LT Shackle Insulator. 100x115mm uppcl.(SIR-2025-26)-35 552 S/ of LT Insulator Clamp.uppcl.(SIR-2025-26 DC Rate)-10 553 S/ of L.E.D. Street Light 90 watt for S/S Campus Area Make Crompoton, Havells, Phillpes & Bajaj.uppwd. (P.N. 1423) CAT-(AAA) 554 Painting of the electric pole with 2 coats of Aluminium paint over red oxide primer complete in all respect. SIR 2025-26 DC Rate) 52 &53 555 S/o Aluminium Tape. uppcl.(CD-2019) A-8 556 S/o Concerting/Groutingof poles.(05.268 cu.m.each) uppcl. C.D 2021-22(A-2) 557 Earthing of ST. Poles by MS EarthingRod by (20x2500mm& 6SWG wire) l.C.D 2022(A-4) 558 S/o Plinth of Poles. uppcl. 559 S/o MS Top Channel 125x65mmx2240 mm Long.uppcl.CD-21-22) A-4 560 S/o MS Top Channel Clamp. uppcl.(A-3 CD 2021-22 561 S/o Dropper Chaneel 100x50x2600 mm. uppcl.C.D A-4(i) 562 S/o Dropper angle Clamp. uppcl. 563 S/of Capacitor Bank . Uppcl. 564 S/of Main Busbar Complete with Structure (SIR 2021-22 Anx-10) 565 Add cartage & erection charge @15% on Nos- 470 to 564(Add GST @ 18%Already included as par rate) Sir. Nos- 470 to 564 566 (Add GST @ 18%) Sir. Nos- 01 to 469
Contract Date: Jul 15, 2025 Contract Value : 8.11 Crore
Government Departments No of Bidders 3
Uttar Pradesh View Result →
38.
Housing Urban and Rular Development #7407535 AOC
Tender For Special Repair On Doma Tikri To Sukhdeopur Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static/vibratory roller in stages to proper grade and camber, applying and brooming, requisite type screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRT&H Specification Clause 404. including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 3 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 VG -10 grade bitumen at 1.46kg per sqm 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 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 5 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area (Where machine con not reach/move)including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 6 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 7 Dismantling of old brick laid on edge kharanja including stacking of old bricks and laying of Interlocking Tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of GST andTile as directed by Engineer in charge. 8 Supplying and laying of NP-3 Hume Pipe 350 mm dia including cost of, all material, labour, T&P,Labour cess, all taxes complete. But excluding GST. 9 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royaltyincluding cost of, all material, labour, T&P,Labour cess, all taxes complete. But excluding GST. (1KM Cartage SOR No 253(a)) 10 Supply of Informatory Sign Board made of 18 gauge M.S.Sheet & frame of board angle iron of 40 x 40 x 6mm complete board size 3 x 4 and two no.post of board 10 (3 meter.) long of angle iron 40 x 40 x 6 mm with suitable whole-fast of angle iron of cross flat iron 25 x 5 mm with board.Complete board with primer coat & paint with in red oxide paint complete. includingcost of all material,Labour, T&P, labour cess, Royality and all taxes complete but excluding GST.
Contract Date: Mar 30, 2025 Contract Value : 30.04 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
39.
Housing Urban and Rular Development #7322061 AOC
Tender For Special Repair Of Talbibiyana Road To Barari Link Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular/ Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 as per Technical Specification Clause 508 Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Earth work in cutting or in embankment (For Patri) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge excluding Royallity as per S.I. No. 253(a) Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 6 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 7 Earth work in Patri repair with ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in patries should be including ramming and dressing the surface to required levels and slopes as directed by the Engineer incharge. as per S.I. No. 253 aall taxes and labour cess complete. But excluding GST. 8 Excavation for roadwork in soil with hydraulic excavator of0.9 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 302.3all taxes complete. But excluding GST 9 Supply and Fixing of 350 mm dia NP3 type Hume Pipe S&S in position including and T&P etc. required for proper completion of workall taxes complete. But excluding GST
Contract Date: May 08, 2025 Contract Value : 6.94 Lakh
Government Departments No of Bidders 9
Uttar Pradesh View Result →
40.
Housing Urban and Rular Development #7269113 AOC
Tender For Special Repair On Nh 24 To Duhri Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static/vibratory roller in stages to proper grade and camber, applying and brooming, requisite type screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 3 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 VG-10 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 as per Technical Specification Clause 508 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 4 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 510including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 5 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer inchargeincluding cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 6 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 7 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenchesincluding cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 8 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 9 Plain/reinforced cement concrete (M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 10 Supplying, fitting and placing with MS bar reinforcementFe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 11 Construction of Embankment with Material Obtained from Borrow Pits 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( Carted earth 3.00 Km)including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 12 Supplying & laying of NP-3 Hume Pipe 350 mm diaincluding cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 13 Supply of Informatory Board made of 18 gauge M.S.Sheet & frame of board angle iron of 40 x 40 x 6mm complete board size 3 x 4 and two no.post of board 10 (3 meter.) long of angle iron 40 x 40 x 6 mm with suitable whole-fast of angle iron of cross flat iron 25 x 5 mm with board.Complete board with primer coat & paint with in red oxide paint complete. Including Inauguration etcincluding cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST.
Contract Date: Apr 09, 2025 Contract Value : 41.98 Lakh
Government Departments No of Bidders 7
Uttar Pradesh View Result →
41.
Housing Urban and Rular Development #7058389 AOC
Tender For Special Repair On Meerut Badaun Road To Salaai Road; 1 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static/vibratory roller in stages to proper grade and camber, applying and brooming, requisite type screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRT&H Specification Clause 404. including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 3 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 VG -10 grade bitumen at 1.46kg per sqm 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 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 5 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area (Where machine con not reach/move)including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 6 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 7 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move) including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 8 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 9 Plain/reinforced cement concrete (M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 10 Supplying, fitting and placing with MS bar reinforcement(Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 11 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royaltyincluding cost of, all material, labour, T&P,Labour cess, all taxes complete. But excluding GST. (1KM Cartage SOR No 253(a)) 12 Supply of Informatory Sign Board made of 18 gauge M.S.Sheet & frame of board angle iron of 40 x 40 x 6mm complete board size 3 x 4 and two no.post of board 10 (3 meter.) long of angle iron 40 x 40 x 6 mm with suitable whole-fast of angle iron of cross flat iron 25 x 5 mm with board.Complete board with primer coat & paint with in red oxide paint complete. includingcost of all material,Labour, T&P, labour cess, Royality and all taxes complete but excluding GST.
Contract Date: Mar 20, 2025 Contract Value : 44.93 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
42.
Rural Development #6685171 AOC
Tender For In Ward 58 Mawai, The Damaged Road From Devdutt Sharma To Kuldeep Sharma, Amarnath To Sunita Panchal, Babulal To Raj Bahadur And Shri Chhote Lal To Mangeram Tyagi Was Repaired Using C.C. - Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.SOR 2022 S.I N0 694 2 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 16.83 3 Deduct the cost of old tiles etc A.R 4 Dismantling sundries brick work including stackingof dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692 5 Deduct the cost of old bricks S.I N0-1(A) SOR-2020 6 Ded the cost of old bricks /batts S.I N0-1(F) SOR-2020 7 Disposal of earth up to 8.00 Km from site including etc. all complete work. S.I N0-231(A) SOR-2022 8 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etcall complete as per the direction of engineer in charge. RMR 9 Cement Concrete with 4 cm guge approved brick ballast, Fine sand & cement in the proportion of 12:6:1 including supply of all matrials, labour, tools and plants etc. required for proper completion of the work. S.I N0-273 SOR-2022 10 M-150 Brick work in 1:4 one cement and fourcourse sand mortar in foundation and plinth Including suppy of all material labour,T&P etcrequired for proper completionof the work S.I No 305(a) SOR-2022 11 S/L 12 mm thcik plaster (1:4) with cement & coarse sandincluding all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.SOR 2022 S.I N0-584 New item 12 S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge ( As per PWD SOR 2020 RMR) 13 Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge.SOR 2022 S.I No-752 14 Construction of un-reinforcedplain 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 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, 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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, approaches near to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical pecification Clause1501 S.I.No.20.11 New item a 15 RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. But for Slabs (As per S.I.No. 283 a) SOR-2022 New item 16 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1 17 P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballastetc all complete.S.I No 279 (a)SOR 2022 18 GST
Contract Date: Jan 20, 2025 Contract Value : 9.76 Lakh
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
43.
Rural Development #6675973 AOC
Tender For Work Of Cc And Drain Parapet From Baljeets House To Barfis House In Ward-09, Sibbanpura - Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. 2 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 3 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet).PWD SOR 2022 17.2.2 4 S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.{ AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.01 ITEM NO 273 } 5 First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etcall completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) 6 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) 7 Construction of un-reinforced 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 M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.TechnicalSpecification Clause1501. 8 S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 279 ( a). 9 Desposal of refused material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge. 10 Deduct of old Tiles 11 Deduct of old B/Bats.
Contract Date: Jan 17, 2025 Contract Value : 3.21 Lakh
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
44.
Housing Urban and Rular Development #6649604 AOC
Special Repair Work At Rabupura Jewar To Nangla Handa Road In District Gautambudhnagar - Part-A (Bituminous Work)Earth work in Embankment (For Patri) with ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in patries should be including ramming and dressing the surface to required levels and slopes as directed by the Engineer incharge.Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 2 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3.Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 3 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 4 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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 5 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 6 Part-B (C.C. Work)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. Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 7 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 8 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 9 Part - A (Bitiminous Work) 05 years Maintenance Charge @15% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00 10 Second year Maintenance Charge @ 1.50 % 11 Third year Maintenance Charge @ 3.00% 12 Fourth year Maintenance Charge @ 4.50% 13 Fifth year Maintenance Charge @ 6.00% 14 Part - B (C.C. Work) 05 years Maintenance Charge @ 2.5% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00% 15 Second year Maintenance Charge @ 0.25 16 Third year Maintenance Charge @ 0.50% 17 Fouth year Maintenance Charge @ 0.75% 18 Fifth year Maintenance Charge @ 1.00%
Contract Date: Dec 26, 2024 Contract Value : 17.69 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
45.
Housing Urban and Rular Development #6623037 AOC
Special Repair Work At Jewar To Alawalpur Road In District Gautambudhnagar - Part-A (Bituminous Work)Earth work in Embankment (For Patri) with ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in patries should be including ramming and dressing the surface to required levels and slopes as directed by the Engineer incharge.Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 2 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3.Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 3 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 4 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 VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 5 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 6 Part-B (C.C. Work)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. Including cost of, all material, labour, T&P, Labour cess, all taxes complete. But excluding GST. As per S.I. No. 253 a 7 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 8 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. As per Technical Specification Clause 405. 9 Part - A (Bitiminous Work) 05 years Maintenance Charge @15% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00 10 Second year Maintenance Charge @ 1.50 % 11 Third year Maintenance Charge @ 3.00% 12 Fourth year Maintenance Charge @ 4.50% 13 Fifth year Maintenance Charge @ 6.00% 14 Part - B (C.C. Work) 05 years Maintenance Charge @ 2.5% Routine maintenance of road for 05 years after the completion of work vide GO No. - 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Latter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding Cost of G.S.T.First year Maintenance Charge @ 0.00% 15 Second year Maintenance Charge @ 0.25 16 Third year Maintenance Charge @ 0.50% 17 Fouth year Maintenance Charge @ 0.75% 18 Fifth year Maintenance Charge @ 1.00%
Contract Date: Jan 08, 2025 Contract Value : 22.03 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
46.
Rural Development #6621584 AOC
In ward no. 26, Madhopura, from Inder Gurjar to Choudhary Popan Singh to Bhagman Lal, Dola to Rajkumar, Satish to Rajkumar, Neetu to Arun, damaged road is repaired by C.C. Road and drain repair work. - Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.SOR 2022 S.I N0 694 2 Dismantling sundries brick work including stackingof dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692 3 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 16.83 4 Deduct the cost of old tiles etc A.R 5 Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etcall complete as per the direction of engineer in charge. RMR 6 M-150 Brick work in 1:4 one cement and fourcourse sand mortar in foundation and plinth Including suppy of all material labour,T&P etcrequired for proper completionof the work S.I No 305(a) SOR-2022 7 S/L 12 mm thcik plaster (1:4) with cement & coarse sandincluding all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.SOR 2022 S.I N0-584 New item 8 S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge ( As per PWD SOR 2020 RMR) 9 Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge.SOR 2022 S.I No-752 10 Construction of un-reinforcedplain 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 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, 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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, approaches near to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501S.I.No.20.11 New item a 11 P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballastetc all complete.S.I No 279 (a)SOR 2022 12 RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. But for Slabs (As per S.I.No. 283 a) SOR-2022 New item 13 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1 14 Deduct the cost of old bricks S.I N0-1(A) SOR-2020 15 Ded the cost of old bricks /batts S.I N0-1(F) SOR-2020 16 GST
Contract Date: Jan 09, 2025 Contract Value : 8.15 Lakh
Local Bodies No of Bidders 5
Uttar Pradesh View Result →
47.
Housing Urban and Rular Development #5662896 AOC
Tender For Special Repair Of Jbsd To Bajheda Link Road.; 1 Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M30 (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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 3 Excavation in foundation in ordinary soil(Loam, clay or sand) upto 30 M and including lift upto 1.50 M and lead upto 30 M 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 30 M from the foundation trenches as per S.I. No. 251(a). Including cost of, all material, labour, T&P and Labour cess etc. complete but excluding GST. 4 Providing and laying in cement concrete 1 : 4 : 8 (1 cement , 4 course sand, 8 graded stone ballast 40 mm nominal size) and curring complete, including supply of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I. Including cost of all labour, T&P and all taxes complete. S.I. No. 281 but excluding GST. Including cost of, all material, labour, T&P, Royalty, labour cess etc. complete but excluding GST. 5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202, 1204 and 12.5.800 R.C.C grade M 20 with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1. Including cost of all labour, T&P, royalty,Labour cess and all taxes complete but excluding GST. 6 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. Including cost of all labour, T&P,Labour cess and all taxes complete but excluding GST. 7 Earth work in Patri repair 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 Carted Earth lead upto 3.00 Kmas per Technical Specification Clause 301.5Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 8 Supplying Laying and Jointing of 350mm doa NP-3 type Hume pipe in position, Jointing with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 Fine sand) Including all cost of material, labour and T&P etc. and testing of joints complete in all respect. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 9 Cost of maintenance for Cement Concrete work portion for IInd Year @ 0.25% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024as per Prevailing GO 10 Cost of maintenance for Cement Concrete work portion for IIIrd Year @ 0.50% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024as per Prevailing GO 11 Cost of maintenance for Cement Concrete work portion for IVth Year @ 0.75% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024as per Prevailing GO 12 Cost of maintenance for Cement Concrete work portion for Vth Year @ 1.00% as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024as per Prevailing GO
Contract Date: Dec 04, 2024 Contract Value : 18.68 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
48.
Housing Urban and Rular Development #5197233 AOC
Tender For Mow Work In Shyamla Hills Section Under Pwd. City Sub Dn. No.2 Bhopal. ; 1.2 Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 Lime, moorum, building rubbish 1.2.2 Earth 1.2.3 Manure or sludge 1.2.4 Excavated rock 1.2.5 Sand, stone aggregate below 40mm nominal size 1.2.6 Stone aggregate 40mm nominal size and above 1.2.7 Stone soling 1.2.8 Bricks 1.2.9 S.W. Pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 R.C.C. pipes, Steel cylinder, R.C.pipes, C.I. pipes, and unreinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 1.3 Add extra for every additional lead of 50 metre or part thereof. 1.3.1 Lime, moorum, building rubbish 1.3.2 Earth 1.3.3 Manure or sludge 1.3.4 Excavated rock 1.3.5 Sand, stone aggregate below 40mm nominal size 1.3.6 Stone aggregate 40mm nominal size and above 1.3.7 Stone soling 1.3.8 Bricks 1.3.9 S.W. Pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 2.1 Surface dressing of the groundincluding 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. in all kinds of soil. 2.2 Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.3 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 2.4 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 2.5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil 2.6 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 dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In- Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day. 2.7.1 Ordinary rock 2.7.2 Hard rock (requiring blasting) 2.7.3 Hard rock (blasting prohibited) 2.8 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 dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m a Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In- Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day. 2.8.1 Ordinary rock 2.8.2 Hard rock (requiring blasting) 2.8.3 Hard rock (blasting prohibited) 2.9 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 theexcavated 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 : (No extra lift is payable if work is done by mechanical means) in all kinds of soil 2.9.1 Pipes, cables etc., not exceeding 80 mm dia. 2.9.2 Pipes, cables etc. exceeding 80 mm dia.but not exceeding 300 mm dia. 2.9.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 2.10 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). 2.11 Extra for excavating trenches for pipes, 2.12 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 theexcavated soil, and then returning the soil as required, in layers not ex , cables, etc., including excavation for sockets, depth up to 1.5 m including getting out the excavated materials, refiling the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed,within a lead of 50m : 2.12.1 Ordinary rock : 2.12.1.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 Hard rock (requiring blasting) 2.12.2.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 Pipes, cables etc. exceeding 80 mm dia.but not exceeding 300 mm dia. 2.12.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 2.12.3 Hard rock (blasting prohibited) 2.12.3.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 Pipes, cables etc. exceeding 80 mm dia.but not exceeding 300 mm dia. 2.12.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 2.13 Extra for excavating trenches for pipes,cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m . (Rate is over corresponding basic item for depth up to 1.5 metre.) 2.14 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).4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 2.15 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.15.1 Depth not exceeding 1.5 m. 2.15.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.16 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m. 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.17 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : 2.17.1 Depth not exceeding 1.5 m. 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.18 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured 2.19 Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): 2.19.1 Depth not exceeding 1.5 m. 2.19.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.19.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.20 Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): 2.20.1 Depth not exceeding 1.5 m. 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.20.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.21 Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): 2.21.1 Depth not exceeding 1.5 m. 2.21.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.21.3 Depth exceeding 3 m but not exceeding 4.5 m. 2.22 Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area ofthe timber permanently left to be measured) 2.23 Extra rates for quantities of works,executed: 2.23.1 In or under water and/or liquid mud, including pumping out water as required. 2.23.2 In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depthmeasured from the sub soil water level up to the Centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 2.24 Filling available excavated earth (excluding hard rock/Ordinary 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 upto 1.5 m. 2.25 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.25.1 All kinds of soil. 2.25.2 Ordinary or hard rock. 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. 2.27 Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm 2.28 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. 2.28.1 All kinds of soil. 2.28.2 Ordinary rock 2.28.3 Hard rock (requiring blasting) 2.28.4 Hard rock (blasting prohibited) 2.29 Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 2.30 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.30.1 Along external wall where the apron is not provided using chemical emulsion@ 7.5 liters / sqm of the vertical surfaceof the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litresper hole by drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre and sealing the same. 2.31 Deduct for disposed soil not levelled and neatly dressed. 2.32 Preconstruction antitermite treatment to the building under construction by providing. Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area. Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side. Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm. Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm. Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. 2.33 Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). 2.34 Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly withall lifts and lead upto 1000 metre. 2.35 Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. 2.36 Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. 2.37 Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. 2.38 Deduct for not watering with the excavated earth for bankingfilling 2.39 Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressurecompensation chip at every 30 cminterval in the tube, having working pressure of 2 kg/cm2 and release rate of 1.9 ltr/hour fixed by P-clips and nails. The LLDP pipe shall be installed at the entire periphery of the building and at internal network of building at a depth of 20 to 200 mm under floor at every 2 to 3 mtr. c/c distance (adjusted as per building layout) & Ends of loop pass through a PVC elbow of minimum 32mm ID at junction box of wall and floor level, entering into a steel reinforced grooved flexible pipe of minimum 22 mm ID leading into Junction box and the loops shall terminate in junction boxes & test every junction during injecting chemicals for termite control treatment. The anti- termite chemical Imidacloprid 30.5% SC mix as per IS-6313, (part III) shall be injected by the pressure pump diluted with water @ 10.5ml/5 ltr of water at the rate of 2 kg/sq.cm. @ 5Ltr/SMT.The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. 2.39.1 Permanent piping system with Junction boxes 2.39.2 Anti-termite chemical injected area 2.40 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) 2.41 Providing , laying, spreading, and compacting, brick bats in uniform thickness 250 mm with hand packing, rolling, with vibratery roller 8-10 tonnes in stages to proper grade, watering and compacting to required density. 2.42 Supplying and filling in Ground and embankment including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.42.1 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 3.1 Cement mortar 1:1 (1 cement:1 sand) 3.2 Cement mortar 1:2 (1 cement: 2 sand). 3.3 Cement mortar 1:3 (1 cement:3 sand). 3.4 Cement mortar 1:4 (1 cement: 4 sand). 3.5 Cement mortar 1:5 (1 cement: 5 sand). 3.6 Cement mortar 1:6 (1 cement:6 sand). 3.7 Cement mortar 1:2 (1 cement: 2 stone dust). 3.8 Cement mortar 1:2 (1 cement: 2 marble dust). 3.9 White cement mortar 1:2 (1 white cement: 2 marble dust). 3.10 Cement mortar 1:5 (1 cement: 5 marble dust). 3.11 White cement mortar 1:3 (1 white cement: 3 marble dust). 3.12 White cement mortar 1:5 (1 white cement: 5 marble dust). 3.13 Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete 4.1.1.2 M-20 – Grade concrete 4.1.1.3 M-15 – Grade concrete 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4.1.3 With fly ash. 4.1.3.1 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash 3½ sand: 9 graded stone aggregate 40 mm nominal size) 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete 4.2.1.2 M 20 – Grade concrete 4.2.1.3 M 15 – Grade concrete 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 Above plinth: Columns, pillars, posts and struts. 4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.5 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. (With 20mm nominal size graded stone aggregate) 4.6 Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. Including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 sand), including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1Cement : 3 sand) on exposed surfaces complete. 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 4.7 Providing and fixing upto floor two level precast cement concrete solid block including hoistingand setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.8 Providing and Fixing upto floor two level precast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. 4.8.1 M-15 (With 20mm nominal size graded stone aggregate) 4.8.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 4.9 Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). 4.12 Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof courseafter cleaning the surface with brushes and finallywith a piece of cloth lightly soaked in kerosene oil. 4.14 Extra for concrete work in superstructure above floor two level for each floors or part thereof 4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note for item No. 4.15:- The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub- soil water. The depth of centre of gravityshall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 4.16 Extra for laying concrete in or under foul positions. 4.17 Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominalsize graded stone aggregate.) 4.18 Extra for addition of synthetic polyestertriangular fiber of length 12 mm, effectivediameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. 4.19 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 4.20 Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 4.21 Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, Shuttering complete.1:1.5:3 (1cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 4.22 Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 4.23 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixerfor all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including costof curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in- charge. Note : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in theitems of BMC and RMC. 4.23.1 All works up to plinth level: 4.23.1.1 M-20 grade plain cement concrete (cement content considered @ 280kg/cum) 4.23.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.23.2 All works above plinth and upto floor two level 4.23.2.1 M-20 grade plain cement concrete (cement content considered @ 280kg/cum) 4.23.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 4.24.1 All works up to plinth level: 4.24.1.1 M-20 grade plain cement concrete (cement content considered @ 280kg/cum) 4.24.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24.2 All works above plinth and upto floor two level 4.24.2.1 M-20 grade plain cement concrete (cement content considered @ 280kg/cum) 4.24.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.25 Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 4.26 Providing and laying cement concrete in sunken floors of WC, Toilets, Wash Areas etc with 1:5:10 (1 cement:5 coarse sand (zone-III) :10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering. 4.27 Labour charge for Trimix vacuum dewatering process for concrete and cost of fixing, removing of “C” Channel formwork including using vacuum dewatering machine machine finished as directed including light brooming and curing including making construction joint by cutting of joint of by using of concrete cutter machine. 4.27.1 For 100 mm thickness. 4.27.2 For 150 mm thickness. 5.1 Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level : 5.1.1 M-20 Grade Concrete 5.1.2 M-15 Grade Concrete 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 M-20 Grade Concrete 5.30 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M-20 Grade Concrete 5.40 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete 5.5 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. 5.5.1 M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 M-20 Grade Concrete Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. 5.9.2.2 Above plinth upto 3.6 m height from plinth level 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.4 Shelves(Cast in situ) 5.9.5 Lintels, beams, girders, bressumers and cantilevers 5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. 5.9.8 Spiral staircases (including landing). 5.9.9 Arches, domes,vaults upto 6m span 5.9.10 Extra for arches, domes, vaults exceeding 6 m span 5.9.11 Chimneys and shafts 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. 5.9.13 Well steining 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 Cornices and mouldings 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works . 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of C.E./S.E. in case of B & R works . 5.10 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 5.11 Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. 5.12 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering ofthe jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 5.13 Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 5.14 Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. 5.15 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 5.16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1.  Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2.   No extra payment shall be done for overlaps and/or couplers. 3.  Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. 5.16.2 Hard drawn steel wire 5.16.3 Cold twisted bars (CTD) 5.16.4 Hot rolled deformed bars 5.16.5 Hard drawn steel wire fabric 5.16.6 Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786 5.16.7 Thermo-Mechanically Treated bars. FE 500 conforming .to IS 1786 5.16.8 Corrosion resistance Steel bar Grade Fe-500 D & above , use with prior permission of C.E. 5.17 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. 5.18 Providing and fixing in position copper plate as per design for expansion joints. 5.19 Providing and filling in position, blown bitumen in expansion joints. 5.20 Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. 5.21 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 5.22 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 5.24 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 5.24.1 Preparation of grooves 5.24.2 Preparation of Drip course 5.25 Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note- For Item No.5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under ubsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition . 5.26 Extra for laying reinforced cement concrete in or under foul positions. 5.27 Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-20 grade for reinforced cement concrete work using cement content as per approved mix design including use of admixtures in recommended proportions as per IS 9103 to accelerate/retard setting, improve workability of concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 320 kg/cum) and no extra payment for extra cement used as per mix design. 5.27.1 All works up to plinth level. 5.27.2 All works above plinth level and up to floorfive level. 5.27.3 Add extra for each floor for all works above floor five level. 5.28 Extra for providing richer mixes of BMC/RMC design mix as per item no 5.27&5.30 up to plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 5. 28.1 Providing M-25 grade concrete instead of M- 20grade. (Note : minimum cement content is @ 330 kg/cum) 5. 28.2 Providing M-30 grade concrete instead of M- 20 grade (Note : minimum cement content is @ 340 kg/cum) 5. 28.3 Providing M-35 grade concrete instead of M- 20 grade.(Note: : minimum cement content is @ 350kg/cum) 5. 28.4 Providing M-40 grade concrete instead of M- 20 grade.(Note: minimum cement content is @ 360kg/cum) 5.29 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size) including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 sand), making necessary holes of required sizes for carrying through service lines etc. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 5.30 Providing and laying in position ready mixed concrete (RMC) of M-20 grade for reinforced cement concrete work, using cement content as per approved design mix and manufacturedin fully automatic batching plant andtransported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note: Minimum cement content is @ 320 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) 5.30.1 All works upto plinth level. 5.30.2 All works above plinth level and upto floor V level. 5.30.3 Extra for each additional floor for all works above floor five level 5.31 Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) 5.32 Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, allas per manufacturer’s specification and direction of Engineer-in-charge. 5.32.1 Non pigmented wet curing compound 5.32.2 Pigmented wet curing compound. 5.33 Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement (3 nos for single rebate and 4 nos for double rebate) tied with 3mm mild steel stirrups @ 200mm c/c, with high destinyvirgin polymer blocks of size 25X25X125 mm, to receive hinges (3 to 4 for door and window and at least 2 for ventilator), each polymer block having at least four holes for passing one of the main reinforcement bar, providing specially designed M.S. galvanised sleeves for accommodating 6mm dia. fullythreaded hold fast bolts, and providing hole cap for receiving 16mm dia sliding door bolts (L-drop), providing virgin high density polymer blocks for fixing socket of tower boltwindow frame provided with holes between or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacingto block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. 5. 33.1. Frame 125 mmx 60 mm (double rebate) 5. 33.2. Frame 100mmx 60 mm (Single rebate) 5. 33.3 Frame 85mmx 60 mm (Single rebate) 5.34 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). 5.35 Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent waterabsorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 5.36 Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrierconform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTMC-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. 5.37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 5.38 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. 5.39 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness requiredto satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - -in- charge. 5. 39.1 Floor Joint of 100 mm gap 5. 39.2 Floor Joint of 150 mm gap 5. 39.3 Floor Joint of 200 mm gap 5. 39.4 Floor Joint of 250 mm gap 5. 39.5 Floor Joint of 300 mm gap 5.40 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components ofthe Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminumsurfaces mechanically snap locking the multicellular to facilitate movement.(Material shall confirm to ASTM 6063). 5. 40.1 Wall Joint of 100 mm gap 5. 40.2 Wall Joint of 150 mm gap 5. 40.3 Wall Joint of 200 mm gap 5. 40.4 Floor Joint of 250 mm gap 5. 40.5 Floor Joint of 300 mm gap 5.41 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre- engineered self-centering arrangement that freely rotates/moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement.The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 5.41.1 Roof Joint for 100 mm gap 5.41.2 Roof Joint for 150 mm gap 5.41.3 Roof Joint for 200 mm gap 5.42 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffoldingpipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) 5.43 Providing and fixing Glass Reinforced Concrete (G.R.C) Screens/ Jali customized as per design, dimensions as per drawings in approved shade in overall thickness of 40mm, or inner design membrane between 30-35mm and borders 50mm, casted with layering technique Power Spray methodology have weight approximately between 3.75 -4.5 Kg per Sq. Ft. 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 manufactured by Fine graded, sieved Quartz & Silica Sand, reinforced with Alkali Resistant Glass Fiber manufactured between 4-5% by having Zirconia content at least 16%, Super Plasticizers and UV resistant Synthetic inorganic pigments should be used for pigmentation 5.44 Providing and laying Cement concrete Block jali made out by white cement , (Size 200X200X75mm thick), approximate weight of each block 2.5 kg and blocks jointed with approved block laying polymer modified adhesive mortar applied in uniform thickness of 2 to 3 mm in horizontal and verticals joints Block should be gently pressed down using a rubber mallet to expel out entrapped air and the masonry shall be cured two days. 1st layer of CC block shall be placed on perfectly leveled surface, Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. as per architectural drawing. The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified. 5.45 Providing and fixing Eco Friendly Teracotta jali size length 210 x width 210x thick 70 mm including m.s. frame , all joints, matching pigment etc. complete with compressive strength 12-15 mpa. Density of material 1200- 1300 kg per m3 and water absorption range 12- 15 %. As per drawing and as directed by Engineer in charge. 5.46 Steel Fiber Reinforcement for RCC for in Flooring pavement, parking area and for heavy duty roads, Supplying & providing and continuously deformed undulating steel fibers with aspect ratio between 50 to 80 ( Diameter between 0.45 to 01mm and length between 12.5 to 60mm) manufactured from cold drawn wire and having a minimum tensile strength of 1100N/Sq. mm, as per CE Certification label mark, non-glued/glued, non-balling, conforming to ASTM A 820/A 820 M-06, compatible with all construction chemicals used for the batching, laying and curing of concrete. The fibers shall be added to the concrete at specified dosage and shall be mixed with concrete for sufficient time to ensure uniform distribution and pumping concrete. Addition of steel fibers in cement.concrete supported slab)/underground structure/precast items (like drains, manhole covers, walls, paver blocks, pipes, tunnel segments) etc. doses as per approved designs and directions of Engineer-in-charge 5.47 Glass Fiber Reinforcement of size 12mm for Reinforced cement concrete for pavement and Flooring work; Supplying and providing Glass fibers chopped strands of 12mm length dosage at the rate of 900 grams per/m3 for mixing in RCC work to gain benefit of anti-cracking. Glass Fibers conform to properties as per ASTM c1666@-M-08 Density:2.68+-0.3g/m3 Tensile strength:1-1.7 MPA Filament Diameter:31x10-5 -118x10-5 inch AR Value: As per EN 14649 Dose of Fiber shall be as per IRC SP: 46-2013 update Amendment. 5.48 Extra rate in internal plastering work for every additional floors above ground floor (due to lifting of material, ,scaffolding and labour etc. complete) Note:- Applicable to item No. 13.1 to item No. 13.10 6.1 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.2 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). 6.4 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). 6.5 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). 6.6 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) 6.7 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) 6.8 Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) 6.9 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). Cement Mortar 1:4 ( 1 cement : 4 sand) 6.10 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). 6.11 Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. 6.12 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) 6.13 Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) 6.14 Providing half brick masonry with well burnt open bhatta brickscrushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) 6.15 Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.16 Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 6.17 Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. 6.18 Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). 6.19 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design. 6.20 Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). 6.21 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% 6.22 Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm widein cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the center of gravity of brick work under sub - water with the quantity of brick work in cum executed under the sub - soil water. The depth of center of gravity shall be reckoned correct to 0.1 m. 0.05 mor more shall be taken as 0.1 m and less than 0.05 m ignored. 6.24 Extra for laying brick work in or under foul position. 6.25 Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. 6.26 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM 1660-09,applied in uniform thickness of 2 to 3 mm in horizontal and verticals joints using special trowel, polymer modified mortar having minimum compressive strength and minimum splitting tensile strength of not less than 5MPa and 0.34 MPa respectively as per ASTM international standard including raking out joints. The surface of masonry units (AAC- Block) should be slightly moist prior to application of jointing mortar. Block should be gently pressed down using a rubber mallet to expel out entrapped air and the masonry shall be cured two days. 1st layer of masonry block shall be placed on perfectly leveled surface, which if required, shall be leveled with M-15 cement concrete at plinth or floor level. Masonry shall have 75mm thick RCC band with M-15 cement concrete having 2 bars horizontal of 8 mm dia with 8mm dia U- shaped single stirrup @ 300mm C/C. Such horizontal bands shall be placed at sill level and lintel level where there is a provision of windows in walls otherwise placedat vertical interval of 1.8 meter in vertical direction shall be spaced at 4.5 meter in horizontal direction. Mullion,Vertical bands, shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, RCC, Centering scaffolding and all labour etc. complete. 6.26.1 AAC Masonry in polymer modified mortar 6.27 Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof 6.28 Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) Reinforcement shall be designed & spot welded as per ACI 523.4R-09 and shall haveanti corrosive protective coating as per IS: 6441 (Part -4). The roof slabs shall have tongue and groove arrangement, jointed with polymer modified mortar, as per ASTMC 1660-09, groove provided with one bar of 10mm dia and filled with M20grade cement concrete. Both ends of bar in groove shall be tied with bond beam of minimum 80 mm width and depth equal to slab/panel thickness running at center of load bearing wall/ beam/ supports and on other support as well to achieve diaphragm action as per IS 1893:2000. The Peripheral bond beam shall have minimum 2 bars of 12 mm dia as longitudinal barswhich shall be held down by hook made in 12 mm dia vertical bars coming out from structural beam. However Concrete in groove and bond beam shall not be paid separately but shall be measured with AAC reinforced slab. Precast orlintel and chhajja shall be jointed with cm 1:6 or 2 to 3 mm thick polymer modified cement mortar as per ASTMC 1660-09 to AAC Block masonry. Structural steel if used for providing support to the lintels (suchas cleat of angle iron, C- section anchored/hold fasted to column) at column end towards (where door / window opening is adjacent to the column) shall not be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti- corrosive protective coating on reinforcement inside AAC slab / lintel/chhajja etc. complete up to floor two levels. All reinforcementof peripheral bond beam, grooves and inside AAC slab, lintel, and chhajja shall be paid @ SOR rate(including tender percentage) separately. Quantityof reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. 6.29 Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength (3.5 N/mm2). Wall panels shall have tongue and groove arrangement, jointed with polymer modified mortar as per ASTMC 1660-09. Galvanized iron connector/ cleats, nails & screw and all accessories as per manufactures designed shall not be paid separately. All reinforcement inside panels, as per manufacturer’s design & spot welded as per ACI 523.4R- 09, shall have anti corrosive protective coating as per IS: 6441 (Part -4), shall be paid separately. Rate includes all handling, transportation, hire charges of machineries scaffolding and anti- corrosive protective coating on reinforcement inside AAC wall panels etc. complete up to floor two level but does not include cost of reinforcement inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. 6.30 Add extra for AAC wall panels, roof slabs, lintels and chhajjas abovefloor two level for each additionalfloor as per item no 6.29 and 6.30. 6.31 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry Jali work, using AAC blocks (Size length 300, 400, 500,600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM 1660-09,applied in uniform thickness of 2 to 3 mm in horizontal and verticals joints using special trowel, polymer modified mortar having minimum compressive strength and minimum splitting tensile strength of not less than 5MPa and 0.34 MPa respectively as per ASTM international standard including raking out joints. The surface of masonry units (AAC- Block) should be slightly moist prior to application of jointing mortar. Block should be gently pressed down using a rubber mallet to expel out entrapped air and the masonry shall be cured two days. 1st layer of masonry block shall be placed on perfectly leveled surface, which if required, shall be leveled with M-15 cement concrete at plinth or floor level. . Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete.as per architectural drawing. The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified. 6.32 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.1 From ground level upto plinth level 6.32.2 Above plinth level upto floor II level 6.33 Brick work with modular bricks of class designation 7.5 in exposedbrick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) 6.33.1 From ground level upto plinth level 6.33.2 Above plinth level upto floor II level 6.34 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 6.35 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. 6.36 Providing and laying Red Brick work of size 200X100x50 mm on exposed wall in cement morter 1:3 including racking and jointing rubbing and filler polishing 2 coat as per direction by Engineer in Charge. 6.37 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.37.1 Having100 kg / cm2 average compressive strength. 6.37.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.37.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.37.2 Having75 kg / cm2 average compressive strength. 6.37.2.1 Cement mortar 1:4 (1 cement : 4sand) 6.37.2.2 Cement mortar 1:6 (1 cement : 6sand) 6.37.3 Having50 kg / cm2 averagecompressive strength. 6.37.3.1 Cement mortar 1:4 (1 cement : 4sand) 6.37.3.2 Cement mortar 1:6 (1 cement : 6sand) 7.1 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stoneaggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) 7.2 Random rubble masonry with hard stone in superstructure aboveplinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1cement: 6 sand). 7.3 Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 7.4 Extra for random rubble masonry with hard stone in : 7.4.1 Square or rectangular pillars 7.4.2 Circular pillars. 7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 7.6 Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) 7.7 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) 7.8 Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof 7.9 Extra for coursed rubble masonry with hard stone (first or second sort) in : 7.9.1 Square or rectangular pillars 7.9.2 Circular pillars. 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. .... more in document
Contract Date: Sep 27, 2024 Contract Value : 60.00 Lakh
Government Departments No of Bidders 4
Madhya Pradesh View Result →
49.
Housing Urban and Rular Development #4726500 AOC
Tender For Widening And Strengthening Work At Dankaur To Makanpur Road Odr In District Gautambudhnagar, 1 Construction of embankment with approved materialobtained from borrow pits with with all lift and leadtransporting to site upto 3 Km , spreading, gradingto required slop and compacting to meet requiredment of table 300-2 as directed by the Engineer incharge.( including royality and labour cess). Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 2 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road. Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 3 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(a) Bituminous Courses. Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 4 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(By Mix in Place method). Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with at OMC in machenical mix plant carriage of mix material by tipperto site laying in uniform layers of each 100mm thick with paverin sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH. Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 6 Providing and applying Primer coat with bitumen emulsion SS-1 using emulsion pressure distributor at the rate of 0.70 kg/sqm on the prepared bitumninous/granular surface cleaned with mechanical broom. Including cost of all material, labour, T &P, cost of bitumen emulsion SS-1, including all taxes, royalty, labour cess complete. as per MORTH specification. Excluding GST as per E/I. 7 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) binder @ 4.5 per centby weight of total mix and filler, 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 achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Including all taxes, material, T&P,Machinary, royalty, labour cess complete. Excluding GST as per E/I. 8 Providing and applying Tack coat with bitumen VG-10 medium setting using bitumen pressure distributor at the rate of 0.20 kg/sqm on the prepared bitumninous/granular surface cleaned with mechanical broom. including cost of all material, labour, T &P, cost of Bitumen, including all taxes, royalty, labour cess complete. as per MORTH specification. Excluding GST as per E/I. 9 Providing and laying bituminous concrete with higher capacity batch type hot. mix plant using crushed aggregates of specified grading, premixed with bituminous (VG-30) binder @ 5.4 percent of mix and filler, 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 achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. Including all taxes, material, T&P,Machinary, royalty, labour cess complete. Excluding GST as per E/I. 10 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I. 11 Construction of un-reinforced,dowl 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 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501SI no.20.15(b)Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. 12 Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 6:3:1 including all taxes, material, T&P, Machinery, royalty, labour cess complete. Excluding GST as per E/I .SI.No. 279 13 RCC Grade M 20 using batching plant transit mixer & manual placing RCC work in Grade M 20in Foundation & Sub Structure with cement approved coarse sand & two cm gauge well graded grit including necessary shuttering placing & binding of reinforcement including its binding with wire but excluding cost of reinforcement & also including supply of all material , labour , T & P etc.required for completion of work. As per Case II MORTH specification 1500, 1700 & 2100. SN.12.80 as per dirction ofEngineer-in-charge inclusive of all material, labour, T&P etc. labour cess, royalty and all taxes required of proper comletion of workbut excluding the cost of GST. 14 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications of MORTH as per dirction ofEngineer-in-charge inclusive of all material, labour, T&P etc. labour cess, royalty and all taxes required of proper comletion of workbut excluding the cost of GST. 15 First class brick work in 1:4 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. SI.No. 305(a). Excluding GST as per E/I 16 12 mm thick plaster with cement and Coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Excluding GST as per E/I SI.No. 584 New Item 17 Supply and laying of 1000mm dia NP-3 Hume pipe including cost of labour T&P etc complete inclusive of all material, labour, T&P etc. labour cess, royalty and all taxes required of proper comletion of workbut excluding the cost of GST. 18 Supply and laying of 600mm dia NP-3 Hume pipe including cost of labour T&P etc complete inclusive of all material, labour, T&P etc. labour cess, royalty and all taxes required of proper comletion of workbut excluding the cost of GST. 19 Providing Laying and Anchoring with U hook (12x3x12) @ one per sqm. Of Geogreen Blanket (Coir Mat GECB 2.5.22.600) for stablilization of slopes on high embankments, praparation of Seed bed, fuminshing and placing of seedo (0.100 Kg./Sqm), fertilizer (0.18 cum per 100 sqm) Including watering for 03 months all as per clause 308. Excluding GST as per E/I As per Clause 202
Contract Date: Sep 02, 2024 Contract Value : 16.83 Crore
Government Departments No of Bidders 6
Uttar Pradesh View Result →
50.
Housing Urban and Rular Development #4722009 AOC
Tender For Special repair Of Khurja Pahasu Chattari Road To Didhi Link Road - Part ABituminous Part Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular/ Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 as per Technical Specification Clause 508 Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Earth work in Patri repair with ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in patries should be including ramming and dressing the surface to required levels and slopes as directed by the Engineer incharge. as per S.I. No. 253 aall taxes and labour cess complete. But excluding GST. 6 Part B CONCRETE PAVEMENT WORKProviding, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 7 Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M 30(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, laying and fixing of 125 micron thick polythene film, wedges, 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 contraction and construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including complete shifting of matrials & Concrete etc and cost of all material, labour, T&P,royality, all taxes and labour cess complete . But excluding GST. 8 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 lead upto 1000 m as per Technical specification Clause 301.5 9 Maintenance cost for Biuminous work portion for the 2nd year @ 1.50 % of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 10 Maintenance cost for Biuminous work portion for the 3rd year @ 3% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 11 Maintenance cost for Biuminous work portion for the 4th year @ 4.50% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 12 Maintenance cost for Biuminous work portion for the 5th year @ 6% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 13 Maintenance cost for C.C. work portion for the 2th year @ 0.25% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 14 Maintenance cost for C.C. work portion for the 3rd year @ 0.50% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 15 Maintenance cost for C.C. work portion for the 4the year @ 0.75% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O. 16 Maintenance cost for C.C. work portion for the 5th year @ 1.00% of total work amount as per GO No. 17/2024 SA-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024or as per prevailing G.O.
Contract Date: Nov 22, 2024 Contract Value : 13.54 Lakh
Government Departments No of Bidders 6
Uttar Pradesh View Result →
TenderDetail
Loading tenders