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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC NO 163 CHINNAMUTHU STREET E K VALASU ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | ₹1.6 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹1.6 CrRejected-AOC | ₹1.6 Cr | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | shanmathi constructions private limited L2 | PRIDE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Providing reinforcement cement concrete vertical cast in situ bored pile 250mm dia of effective length of 3m using M20 design mix concrete and 20mm HBSG jelly metal ISS excluding cost of steel reinforcement including providing of temporary casing pipe of minimum length of 1m at top for stablishing the sides of bore holes for the remaining length concreting for this pile shall be done through trasit pipes and minimum cement content shall not be less than 400kg/m3.The reinforcement of pile must be done up to top level of the pile cap , Excluding cost of pile cap,cost of pile reinforcement.The cost includes Mobilisation and demobilisation of pile equipment etc., complete complying with standard specifications and as directed by the departmental officers. | 435 | Rm | 2,200 ₹9.6 L | 2,135 ₹9.3 L |
| 2.00 | Dismantling Clearing Away carefully the stacking materials useful for reuse for any thickness of RCC Concrete etc., complete complying with Standard specifications. | 1 | m3 | 10,000 ₹10,000 | 7,000 ₹7,000 |
| 3.00 | Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 637 | m3 | 250 ₹1.6 L | 245 ₹1.6 L |
| 4.00 | Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling Crushed Stone Sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. and as directed by the departmental officers | 93 | m3 | 360 ₹33,480 | 350 ₹32,550 |
| 5.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 190 | m3 | 1,886.7 ₹3.6 L | 1,886.7 ₹3.6 L |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | 45 | m3 | 5,493.23 ₹2.5 L | 5,493.23 ₹2.5 L |
| 7.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) | 1,016 | m2 | 756.1 ₹7.7 L | 756.1 ₹7.7 L |
| 8.00Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 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 abote 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 specificaiton. (Payment for centering shall be given after the concrete is laid) | |||||
| 8.10 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 114 | m2 | 1,110 ₹1.3 L | 1,110 ₹1.3 L |
| 8.20 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. | 199 | m2 | 800 ₹1.6 L | 700 ₹1.4 L |
Tender Value
₹1.6 Cr
EMD Value
₹91,000
Closing Date
11 Feb 2026, 11:00 amClosed
Joint Commissioner / Executive Officer
Office of the Joint Commissioner / Executive Officer, Arulmigu Mariamman Temple, Samayapuram
Development Work for Archaghar and Staff Quarters includes Compound wall, Sump, Septic Tank and Paver Block at Arulmigu Mariamman Temple in Samayapuram, Trichy District
2026_HRCE_647479_1
1158/1435/A4
Open Tender
Civil Works
120 days
Arulmigu Mariamman Temple, Samayapuram
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹91,000
9 May 2026
27 Jan 2026
11 Feb 2026
27 Jan 2026
11 Feb 2026
2 Feb 2026
Providing reinforcement cement concrete vertical cast in situ bored pile 250mm dia of effective length of 3m using M20 design mix concrete and 20mm HBSG jelly metal ISS excluding cost of steel reinforcement including providing of temporary casing pipe of minimum length of 1m at top for stablishing the sides of bore holes for the remaining length concreting for this pile shall be done through trasit pipes and minimum cement content shall not be less than 400kg/m3.The reinforcement of pile must be done up to top level of the pile cap , Excluding cost of pile cap,cost of pile reinforcement.The cost includes Mobilisation and demobilisation of pile equipment etc., complete complying with standard specifications and as directed by the departmental officers.
Dismantling Clearing Away carefully the stacking materials useful for reuse for any thickness of RCC Concrete etc., complete complying with Standard specifications.
Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.
Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling Crushed Stone Sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. and as directed by the departmental officers
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 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 abote 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 specificaiton. (Payment for centering shall be given after the concrete is laid)
For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Foundation and Basement
Ground Floor
First Floor
Second Floor
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Brick work using Country Bricks of size 8-3/4" x 4-1/4" X2-3/4"" in Cement Mortar 1:5 (One cement and five crushed stone sand) including curing neat finishing, etc., complete complying with standard specifiction.
Foundation and Basement
Ground Floor
First Floor
Second Floor
Brick Partition in following Cement Mortar 1:3 ( one cement and Three sand) using best quality of country bricks of size 8-3/4" x 4-1/4" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specifiction and as directed by the departmental officers
Ground Floor
First Floor
Second Floor
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wall surface ect., complete complying with standard specification.
Supplying and fixing mild steel grills for windows, ventilators, etc., including priming coat complete complying with standard specification.
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.)
Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. (Dadooing Ceramic tiles of size 300mm x 450mm x 8mm)
Supplying and Fixing fine polished Cuddapah Slab of following 20mm thickness for Cup board arrangements including laying to correct alignment with necessary cement mortar and black powder etc,Complete complying with standard specification and as direct.
Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
Supplying and Fixing of Stainless Steel sink for size of 600 mm x 450 mm etc.Complying with standard specifications and as directed. by the Departmental officer
Providing expansion joint of 12.5mm wide in between RCC twin columns from top of pedastal to full height including filling the inner space with suitable non-absorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealents for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed.
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 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.
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 35x35x6mm 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 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.
Supplying and laying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 63mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150 - 200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers.
Providing laying spreading and compacting grade stone aggregate to WET mix Macadam specication including premixing the meterial with water at OMC in mechical mix plant carriage of mixed material by tripper to site laying in uniform layers with pavers in sub base/base course on well prepared surface and compacting with vibratory roller to acheive the desired density etc., complete as per clause 406 morth rev - 5 specification
Supplying and laying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 83mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150 - 200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers.
Supplying and laying of Brick jelly 40mm on Soak Pit including Cost of materials laying and Labour charges etc.,
Supplying and laying of HGB 40mm ISS metal on Soak Pit including Cost of materials laying and Labour charges etc.,
Sub Total
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