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Tender Value
Refer Docs
EMD Value
₹3,600
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 Cross Culvert and Drainage work at Meelasoorankudi Karthigaivadali in Ward no.45
2026_MAWS_678609_1
562/2025-26/AEE
Open Tender
Civil Works
90 days
Nagercoil Corporation Providing Cross Culvert and
Registered Contractor
3 documents required · 3 mandatory
₹0
₹3,600
29 May 2026
29 May 2026
15 Jun 2026
29 May 2026
15 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Providing Cross Culvert and Drainage work | ||||||
| 1.01 | Earth work excavation and depositing on bank with initial lead of 10metres and lift of 2metres in all kinds of soil except mediumrock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift. cleaning,levelling the site etc,. complete complying with standard specifications.(TNBP No.20B) | 36 | m3 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | 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 including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 6 | m3 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | 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 about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 54 | m2 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 40mm size hard broken stone jelly excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. -Mixing by manual means | 7 | m3 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 14 | 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). | 10 | m3 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | 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. | 1,100 | kg | - | - | BI01010001010000000000000515BI0100001119 |
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