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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC | L1 | Accepted-AOC Less Rate | |
| 2 | L2₹46.6 L+₹50,775.59 (1.10%)Rejected-AOC | L2 | Rejected-AOC High Rate |
| Sl No | Description | Qty | Unit | SAKTHI BUILDERS L1 | JVR CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMMUNITY HALL AT GOLLAPALLI VILLAGE H/O THORAPALLI AGRAHARAM | |||||
| 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. | 185.28 | cum | 270.9 ₹50,192.35 Lowest | 273.88 ₹50,744.49 |
| 3.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 18.67 | cum | 1,495.78 ₹27,926.21 Lowest | 1,512.25 ₹28,233.71 |
| 4.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 13.12 | cum | 5,268.45 ₹69,122.06 Lowest | 5,326.46 ₹69,883.16 |
| 5.00 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 112.01 | cum | 47.09 ₹5,274.55 Lowest | 47.61 ₹5,332.8 |
| 6.00Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). | |||||
| 7.00 | Footing, Plinth Beam, etc. | 177.42 | cum | 560.44 ₹99,433.26 Lowest | 566.61 ₹1,00,527.95 |
| 8.00 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 535.32 | cum | 1,120.88 ₹6,00,029.48 Lowest | 1,133.22 ₹6,06,635.33 |
| 9.00 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works. | 24.27 | cum | 1,120.88 ₹27,203.76 Lowest | 1,133.22 ₹27,503.25 |
| 10.00Concrete | |||||
Tender Value
₹46.8 L
EMD Value
₹47,000
Closing Date
8 Jul 2025, 3:00 pmClosed
Block Development officer Hosur
Block Development office Hosur
KRISHNAGIRI DISTRICT HOSUR UNION Mines and Minerals 2022 23CONSTRUCTION OF COMMUNITY HALL AT GOLLAPALLI VILLAGE H/O THORAPALLI AGRAHARAM
2025_RDTN_578513_1
6322_2022_A4_29.08.2024
Open Tender
Civil Works - Others
Item Rate
180 days
Block Development office Hosur
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹47,000
Block Development office Hosur
16 Sept 2025
5 Jul 2025
8 Jul 2025
5 Jul 2025
8 Jul 2025
5 Jul 2025
5 Jul 2025
Amount
CONSTRUCTION OF COMMUNITY HALL AT GOLLAPALLI VILLAGE H/O THORAPALLI AGRAHARAM
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.
Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site.
Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).
Footing, Plinth Beam, etc.
Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works.
Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works.
Concrete
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
Upto Grade Beam
Above GB
Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.
Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" 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.
Foundation basement
Ground floor
PLASTERING WORK
Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications
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.
Plastering with Cement Mortar 1:4 (One Cement and Three M.Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
Towards fabrication and supply of country wood grill door of size 1.2 m x 2.10 m (2/3 of grill and 1/3 of paneled) including cost and conveyance of all materials to site
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.
UPVC Window Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile thesize of outer frame 60mm x 58mm and shutter profile arereinforcement with GI/1mm 125GSM and 100% corrosionfree, the profiles are multi chambered sections with wallthick of 2mm. The EPDM rubber (black colour) with over all the edges of frame and shutter the shutter willbe provided with Espag multi power point locks and alsoit operates as handle. The corners and joints should bewelded and cleaned. Radiations free pinheaded plain orbrown colour glass 4mm thick should be provided to theshutter and it should not allow leakage ofwater even atmost ranging storms and should have keylockable action,security protective hinges, strong lockingsystems and asper size for arresting noise and energy loss. The connectingmechanism between sash and outer framethat enablesopening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing allround the frames. The window should be got approved from the Executive Engineer before use on work
PAINTING WORK
Supplying and Painting new plastered surface with two coats of distempering one coat of distemper primer
Providing and applying Emulsion paint finish of approved make & shade in two coats over a coat of approved primer and 2 coats of patty to give an even shade as per manufacturer's instruction to the internal plastered surfaces including preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights.
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.)
Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification.
Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.
Name Board Charges
Photo charges
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}
JVR CONSTRUCTION (BID ID -1392766)
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