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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-AOC | ₹5.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹5.3 LRejected-Finance | ₹5.3 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Venbha Construction and Suppilers L2 | K Naveenraj L1 |
|---|---|---|---|---|---|
| 1.00Name of the Work : 1.Construction Co Location of CSC With Panchayat Office at Govanur H/O Naickenpalayam Panchayat in Periyanaickenpalayam Block in Coimbatore Dist under RRGSA /2025-26 | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification. | 10.7 | Cum | 263.5 ₹2,819.45 | 263.5 ₹2,819.45 |
| 3.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for foundation etc complete | 3.81 | Cum | 5,542.4 ₹21,116.54 | 5,542.4 ₹21,116.54 |
| 4.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | 5.4 | Cum | 386.5 ₹2,087.10 | 386.45 ₹2,086.83 |
| 5.00 | Supply and erecting shuttering for sides and soffits for side walls including cost and conveyance of al materials and labour charges etc complete | 8.47 | Sqm | 565 ₹4,785.55 | 547 ₹4,633.09 |
| 6.00 | plane surface such as RCC floor slab roof beam lintel wtc, | 20.57 | Sqm | 1,195 ₹24,581.15 | 1,095 ₹22,524.15 |
| 7.00 | plane surface such as RCC floor slab roof beam lintel wtc, | 15.92 | Sqm | 1,222 ₹19,454.24 | 1,204.5 ₹19,175.64 |
| 8.00 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, finishing and curing etc complete. | 6.64 | Cum | 9,455 ₹62,781.20 | 9,434 ₹62,641.76 |
| 9.00 | Supplying and fabrication of steel including cost and conveyance of steel to site and cost of binding wire including all labour charges for cutting,bending, tying and forming grills for all works | 0.74 | mt | 91,887 ₹67,996.38 | 91,887.9 ₹67,997.05 |
| 10.00 | FLY Ash Brick work in following Cement Mortar 1:5 using best quality fiy bricks of for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge. | 12.06 | Cum | 7,544.2 ₹90,983.05 | 7,519.4 ₹90,683.96 |
Tender Value
₹5.4 L
EMD Value
₹6,000
Closing Date
14 Oct 2025, 3:00 pmClosed
Block Development Officer (BP), P.N.Palayam
Block Development Office, Periyanaickenpalayam, Coimbatore
Construction of Building for Co-Location of Common Service Centre with Panchayat Office at Govanur Ho Naickenpalayam Panchayat under RRGSA 2025-26
2025_RDTN_612569_1
Roc No.1562/2025/A2 Dt 08.10.2025
Open Tender
Civil Works - Buildings
Block Development Office, P.N.Palayam
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,000
Yes
28 Jan 2026
9 Oct 2025
14 Oct 2025
9 Oct 2025
14 Oct 2025
9 Oct 2025
Amount
Name of the Work : 1.Construction Co Location of CSC With Panchayat Office at Govanur H/O Naickenpalayam Panchayat in Periyanaickenpalayam Block in Coimbatore Dist under RRGSA /2025-26
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for foundation etc complete
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Supply and erecting shuttering for sides and soffits for side walls including cost and conveyance of al materials and labour charges etc complete
plane surface such as RCC floor slab roof beam lintel wtc,
plane surface such as RCC floor slab roof beam lintel wtc,
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, finishing and curing etc complete.
Supplying and fabrication of steel including cost and conveyance of steel to site and cost of binding wire including all labour charges for cutting,bending, tying and forming grills for all works
FLY Ash Brick work in following Cement Mortar 1:5 using best quality fiy bricks of for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge.
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.
Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface, chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent and as directed.
Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved color, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same color pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic Cost-Rs.776/sq.m
Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat M.Sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.
An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,
Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work).
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu.conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC light/ fan point (SD No.25)
Supply and fixing of 4'-18W LED tube with fitting inclusive of all charges
supply and fixing of 1200mm sweep AC ceiling fan complete with stepped electronic regulator with 300mm down rod on the existing clamp SD 106
Supplying and fixing following thickness of cuddapah slab for cupboard
Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.
Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Venbha Construction and Suppilers (BID ID -1485206)
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