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Tender Value
Refer Docs
EMD Value
₹4,400
Closing Date
15 Jun 2026, 3:00 pm
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Providing SWD and PaverBlock Maintenance in Meenakshi garden nadu theru and Alagamman Kovil Street at Ward No. 25
2026_MAWS_678555_1
537/2025-26/AEE
Open Tender
Civil Works
90 days
Nagercoil Corporation Providing SWD and PaverBlock
Registered Contractor
3 documents required · 3 mandatory
₹0
₹4,400
27 May 2026
27 May 2026
15 Jun 2026
27 May 2026
15 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Providing SWD and PaverBlock Maintenance | ||||||
| 1.01 | 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 | 49 | M3 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Plain Cement Concrete 1:4:8 (one cement four Msand and eight 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 | 9 | M3 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, Culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., wood) joists of size 10cmx 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 15cm c/c including cost of nails, ropes, all labour charges and incidental charges etc. complete complying with standard specification.(TNBP Spl. No.154 A) | 129 | M2 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone
jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost
of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means | 25 | M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm 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. | 38 | m2 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | 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). | 2 | m3 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | 170 | Kg | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers. | 80 | Kg | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | Removing and Stocking of existing Paver Block of Size 83/63mm thick carefully reuse, as per direction of Engineer incharge are standared specification Rubberised interlocking Paver block M40 grade Providing and laying of OLD (EXIXTING PAVER BLOCK)83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 15 | M2 | - | - | BI01010001010000000000000515BI0100001121 |
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