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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | ₹6.2 L | L1 | Accepted-AOC LOW RATE |
| 2 | Rejected-Technical 95 PAVALI ROAD VIRUDHUNAGAR 626 001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | - | - | Rejected-Technical HIGH RATE |
| Sl No | Description | Qty | Unit | GMARIAPPANANDCO L2 | M JOTHY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per SS 20B | 21 | M³ | 202.55 ₹4,253.55 | 196 ₹4,116 Lowest |
| 2.00 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 11 | M³ | 5,480.01 ₹60,280.11 | 5,310 ₹58,410 Lowest |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86
i) Side wall : Drain | 204 | M² | 464.79 ₹94,817.16 | 450 ₹91,800 Lowest |
| 4.00 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 24 | M³ | 6,460.78 ₹1,55,058.72 | 6,270 ₹1,50,480 Lowest |
| 5.00 | Granolythic Floor finishing with Plain Cement Concrete 1:2:4mix, (One Part of Cement Two Part of Sand Four Part of Aggregate ) 25mm thick using ISS 6 to 10 mm Chips including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete to site and other incidental charges etc., complete. as per standard specification 28 V & VI, S25 | 30 | M² | 340.31 ₹10,209.3 | 330.3 ₹9,909 Lowest |
| 6.00 | Providing and laying of 83mm thick high strength type conforming is 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification. | 150 | M² | 1,568.82 ₹2,35,323 | 1,523 ₹2,28,450 Lowest |
| 7.00 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 inspiring 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 ofreinforcement 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). | 5 | M³ | 8,248.7 ₹41,243.5 | 8,008.4 ₹40,042 Lowest |
| 8.00 | Supplying and Fixing of Placing Position of 132 Cuddapah Slab 20 / 30mm Thick laying and labour charges etc., complete as per standard specification | 18 | M² | 388 ₹6,984 | 375 ₹6,750 Lowest |
| 9.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 300 | kg | 95.76 ₹28,728 | 92.8 ₹27,840 Lowest |
Tender Value
₹7.5 L
EMD Value
₹7,500
Closing Date
14 Aug 2026, 3:00 pmClosed
Executive officer
Executive officer Mamsapuram Town Panchayat
Maintenance of Interlocking Cement Concrete Paverblock road with Storm Water Drain at Ward no 6 Karnam Street n Mamsapuram Townpanchayat.
2026_DTP_690150_1
393/2026
Open Tender
Civil Works
Works
Mamsapuram Town panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,500
Yes
15 Sept 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per SS 20B | 21 | M³ | - | - |
| 2 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 11 | M³ | - | - |
| 3 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86
i) Side wall : Drain | 204 | M² | - | - |
| 4 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 24 | M³ | - | - |
| 5 | Granolythic Floor finishing with Plain Cement Concrete 1:2:4mix, (One Part of Cement Two Part of Sand Four Part of Aggregate ) 25mm thick using ISS 6 to 10 mm Chips including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete to site and other incidental charges etc., complete. as per standard specification 28 V & VI, S25 | 30 | M² | - | - |
| 6 | Providing and laying of 83mm thick high strength type conforming is 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification. | 150 | M² | - | - |
| 7 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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 inspiring 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 ofreinforcement 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). | 5 | M³ | - | - |
| 8 | Supplying and Fixing of Placing Position of 132 Cuddapah Slab 20 / 30mm Thick laying and labour charges etc., complete as per standard specification | 18 | M² | - | - |
| 9 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 300 | kg | - | - |
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