Water Resources Department-WRD has published Tender For Re Construction Of Head Regulator Cum Fall Of Mehma Mara Minor Off Taking At Rd 35650/R Of Kotbhai Disty.. Submission Date for this Tender is 15-04-2024. Dam Work Tenders in bathinda Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling brick work, tile masonry or tile lining in cement (8.5 b) |
| 2 | Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil.Depth 3 m to 6 m. (21.1 B (b)) |
| 3 | Earthwork Excavation in ordinary soil exclusive of compensation of earth,earthwork undressed with combined lead upto 15m i/c breaking of clods. (6.2 b) |
| 4 | Preparing, watering & ramming surface of laying concrete (horizontal). (10.35 a i) |
| 5 | Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects. (21.4) |
| 6 | Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M20. Height upto 5m.(21.32 A) |
| 7 | Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump.(21.32 F a (ii) ) |
| 8 | Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications.(21.33) |
| 9 | Filling Shingle in Jharries |
| 10 | Providing Graded Filter Material . |
| 11 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.(6.6) |
| 12 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.(19.2) |
| 13 | Dressing of bed and prepration of sub grade for lining complete in all respect as per pwd specification.(19.1) |
| 14 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.(19.12) |
| 15 | Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (19.4) |
| 16 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).(9.1) |
| 17 | Filling Contraction/Construction Joint with sealing compound complete in all respect |
| 18 | Filling expansion joints with special impervious hot pour 12.5 mm wide.(19.16) |
| 19 | 250 wide LDPE film of 150 micron over sleepers for construction& expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. (M-73) |
| 20 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m.(19.19 a) |
| 21 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.50m upto 3.0 m.(19.19 b) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
