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| Sl No | Description | Qty | Unit | JAMES D L2 | RAJINI A L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum. | 16 | m3 | 150 ₹2,400 | 102 ₹1,632 Lowest |
| 2.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 3 | m3 | 1,650 ₹4,950 | 1,524 ₹4,572 Lowest |
| 3.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 70 | m3 | 385 ₹26,950 | 356 ₹24,920 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the | 26 | m3 | 5,200 ₹1,35,200 | 5,144 ₹1,33,744 Lowest |
| 5.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at | 72 | m2 | 485 ₹34,920 | 459.8 ₹33,105.6 Lowest |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two CrushedStone Sand (M- Sand) and four 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. | 7 | m3 | 6,650 ₹46,550 | 6,517 ₹45,619 Lowest |
| 7.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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 | 7,200 ₹1,72,800 | 7,160.9 ₹1,71,861.6 Lowest |
| 8.00 | Providing and fixing nitumen pad for Expansion joint in between pavement slas to 12mm thk and fixed as showm in the drawing including cost and conveyance of expansion jointsincluding shalimar pad and joint sealent etc, complete as per standard specification. | 10 | m2 | 485 ₹4,850 Lowest | 485 ₹4,850 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. | 180 | Kg | 89.88 ₹16,178.4 Lowest | 89.88 ₹16,178.4 Lowest |
| 10.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10- 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers – | 2 | m3 | 8,500 ₹17,000 | 8,143 ₹16,286 Lowest |
Tender Value
₹5.5 L
EMD Value
₹5,500
Closing Date
8 Jan 2026, 3:00 pmClosed
The Commissioner, Manapparai Municipality
Municipal Office, Madurai Road, Manapparai-621306
PROVIDING CEMENT ROAD PAVEMENT AT VEDATHILAMPATTI NORTH ROAD WARD NO 1 IN MANAPPARAI MUNICIPALITY
2026_MAWS_640158_1
3785-5/2025/E1
Open Tender
Civil Works - Roads
Works
90 days
Manapparai Municipal Limit
PLEASE REFER TENDER NOTICE
6 documents required · 6 mandatory
₹0
₹5,500
4 Aug 2026
7 Jan 2026
8 Jan 2026
7 Jan 2026
8 Jan 2026
7 Jan 2026
Amount
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum.
Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the
Centering for soffits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at
Plain Cement Concrete 1:2:4 (one cement, two CrushedStone Sand (M- Sand) and four 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.
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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
Providing and fixing nitumen pad for Expansion joint in between pavement slas to 12mm thk and fixed as showm in the drawing including cost and conveyance of expansion jointsincluding shalimar pad and joint sealent etc, complete as per standard specification.
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.
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10- 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers –
JAMES D (BID ID -1557266)
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