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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Finance | ₹12.0 L | L1 | Admitted-Finance |
| 2 | L2₹12.4 L+₹33,624.84 (2.80%)Admitted-Finance 17 A SHYAMA JI PURAM I I T SOCIETY IIT KALYANPUR KANPUR UTTAR PRADESH 208016 | KANPUR NAGAR | UTTAR PRADESH | 208016 | ₹12.4 L+₹33,624.84 (2.80%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KRISHNA AND CO L2 | SRI MURUGAN CONSTRUCTION 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 S.S.20B | 35 | M3 | 300 ₹10,500 | 276 ₹9,660 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 (One Part of cement, Four Part of sand, and Eight Part of Aggregate) mix using 40mm ISS HBG metal from approved Quarry 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 | 9 | M3 | 5,600 ₹50,400 | 5,561 ₹50,049 Lowest |
| 3.00 | Reinforced Cement Concrete 1:1.5:3 mix (One cement and One and a half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges for curing,finishing but excluding centering,shuttering and cost of reinforcement grills, including vibrating charges etc. complete as per standard specification and as directed by departmental Engineers(TNBP No.30). | 11 | M3 | 8,500 ₹93,500 | 8,374 ₹92,114 Lowest |
| 4.00 | supplying and erecting centering for sides and soffits including necessary supports and strtting upto 3.29 m hight for plane surfaces as detailed below in all floors withall cross bracings using mild steel of size 90x60cm and 10BG stiffened with welded mild steel angle of size 25mmx25mmx3mmfor borting laid over silvar oak joints of size 10cm x6.50cm spaced at abote 90cm center to center and supported by casurina props of 10cm to 13cm dia spaced at not more than 75 cm center to center etc complete complying with the standard specification (payment for centering shall be givan after the concrete is laid)for drain side wall | 64 | M3 | 600 ₹38,400 | 575 ₹36,800 Lowest |
| 5.00 | Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cuting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 | 2,100 | Kg | 100 ₹2,10,000 | 92.94 ₹1,95,174 Lowest |
| 6.00 | Providing and laying in position, standardised concrete Mix M -20 Grade in accordance withIS 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 wader cement ratio of 0.55 including admixture (plasticiser / super plasticiser ) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workabillity without impoairing strenth and durability with about (5cu.m)7730 kg of 20mm maching crushed stone jolly and with about (3.3cu.m) 5156 kg. of 10-12mm machine crushed stone jilly and with about (4.79) cu.m)7670kg of crushed stone sand, but exclding laying,vibrating withhu mechanical ,vibrators,finishing, curing etc .and providing fixures like fan clamps in the RCCfloor/roof slabs wherever necessary without claiming extra, etc., complete | 20 | M3 | 8,200 ₹1,64,000 | 8,046 ₹1,60,920 Lowest |
| 7.00 | Brick Work in CM 1:5 (One part of cement & five parts of sand) mix using Third Class Country Brick Kiln Burnt bricks 8 ¾ " x 4 ¼ " x 2 3/4" including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31 | 23 | M3 | 7,500 ₹1,72,500 | 7,468 ₹1,71,764 Lowest |
| 8.00 | Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 | 234 | M3 | 300 ₹70,200 | 288.8 ₹67,579.2 Lowest |
| 9.00 | Supplying and Filing with gravel in well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 74 | M3 | 375 ₹27,750 | 366.4 ₹27,113.6 Lowest |
| 10.00 | Supplying and laying of Interlocking Paver Block Stone 83mm thick
Over a base layer of stone dust filling incl. Cost of materials
laying and Labour charges etc complete complying with the standardspecification and as directed by the departmental Officers | 192 | M3 | 1,550 ₹2,97,600 | 1,526.58 ₹2,93,103.36 Lowest |
Tender Value
₹14.5 L
EMD Value
₹14,500
Closing Date
7 Jul 2026, 3:00 pmClosed
Executive Officer, Kariapatti Town Panchayat
Executive Officer, Kariapatti Town Panchayat
Maintanance of Storm Water Drain at Ward No.10 NGO Nagar 3rd street and Ward No.6 Govt Hospital to Pallathupatti Road in kariapatti Town Panchayat
2026_DTP_684179_1
169/2025/A1
Open Tender
Civil Works
Works
180 days
Kariapatti
Contractor Class I
4 documents required · 4 mandatory
₹0
₹14,500
Yes
3 Aug 2026
6 Jul 2026
7 Jul 2026
6 Jul 2026
7 Jul 2026
6 Jul 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 S.S.20B | 35 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 (One Part of cement, Four Part of sand, and Eight Part of Aggregate) mix using 40mm ISS HBG metal from approved Quarry 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 | 9 | M3 | - | - |
| 3 | Reinforced Cement Concrete 1:1.5:3 mix (One cement and One and a half Fine Aggregate and Three Coarse Aggregate) Using 20mm ISS HBG metal including all cost conveyance of materials and labour charges for curing,finishing but excluding centering,shuttering and cost of reinforcement grills, including vibrating charges etc. complete as per standard specification and as directed by departmental Engineers(TNBP No.30). | 11 | M3 | - | - |
| 4 | supplying and erecting centering for sides and soffits including necessary supports and strtting upto 3.29 m hight for plane surfaces as detailed below in all floors withall cross bracings using mild steel of size 90x60cm and 10BG stiffened with welded mild steel angle of size 25mmx25mmx3mmfor borting laid over silvar oak joints of size 10cm x6.50cm spaced at abote 90cm center to center and supported by casurina props of 10cm to 13cm dia spaced at not more than 75 cm center to center etc complete complying with the standard specification (payment for centering shall be givan after the concrete is laid)for drain side wall | 64 | M3 | - | - |
| 5 | Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cuting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 | 2,100 | Kg | - | - |
| 6 | Providing and laying in position, standardised concrete Mix M -20 Grade in accordance withIS 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 wader cement ratio of 0.55 including admixture (plasticiser / super plasticiser ) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workabillity without impoairing strenth and durability with about (5cu.m)7730 kg of 20mm maching crushed stone jolly and with about (3.3cu.m) 5156 kg. of 10-12mm machine crushed stone jilly and with about (4.79) cu.m)7670kg of crushed stone sand, but exclding laying,vibrating withhu mechanical ,vibrators,finishing, curing etc .and providing fixures like fan clamps in the RCCfloor/roof slabs wherever necessary without claiming extra, etc., complete | 20 | M3 | - | - |
| 7 | Brick Work in CM 1:5 (One part of cement & five parts of sand) mix using Third Class Country Brick Kiln Burnt bricks 8 ¾ " x 4 ¼ " x 2 3/4" including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31 | 23 | M3 | - | - |
| 8 | Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 | 234 | M3 | - | - |
| 9 | Supplying and Filing with gravel in well rammed,watered consolidated including cost and conveyance of materials and labour charges etc., complete as per Standard Specification and as directed by departmental Engineers(TNBP No.24&25). | 74 | M3 | - | - |
| 10 | Supplying and laying of Interlocking Paver Block Stone 83mm thick
Over a base layer of stone dust filling incl. Cost of materials
laying and Labour charges etc complete complying with the standardspecification and as directed by the departmental Officers | 192 | M3 | - | - |
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