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Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
17 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Officer
Jambai Town Panchayat
Conversion of Damaged BT Road to Cement Concrete Road,Strom Water Drain and Culvert at Ward No.07 Perumapalayam Mariamman Kovil Street Near Lakhsmanan House in Jambai Town Panchayat
2026_DTP_682492_1
301/2025
Open Tender
Civil Works
180 days
Jambai Town Panchayat
As per Norms
3 documents required · 3 mandatory
₹0
₹25,000
Jambai Town Panchayat
23 Jun 2026
23 Jun 2026
17 Jul 2026
23 Jun 2026
17 Jul 2026
23 Jun 2026
23 Jun 2026 - 17 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 A MORTH 24 & 25 Drain & Culvert | 111 | M3 | - | - |
| 1.1 | CC Road | 62 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with Standard Specifications as per TNDSS No. 28 V, VI (S2) V,VI (S5A) VII | 123 | M3 | - | - |
| 3 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification as per TNDSS No.30&86 (For Drain,Deck slab & Retainingwall) Drain & CC Road | 385 | M2 | - | - |
| 3.1 | Slab | 6 | M2 | - | - |
| 4 | 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. | 160 | Kg | - | - |
| 5 | 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., | 2 | M3 | - | - |
| 6 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. Drain | 48 | M3 | - | - |
| 6.1 | CC Road | 108 | M3 | - | - |
| 7 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 28 | M2 | - | - |
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