Tender For Provn Of Retaining Wall And Drains Near Offrs Mess Main Road At Sfts Bakloh Under Age(I) Dalhousie.
Tender Value
43.40 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
1 days left
EMD
86800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Retaining Wall And Drains Near Offrs Mess Main Road At Sfts Bakloh Under Age(I) Dalhousie.
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed. |
| 2 | M&L for Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 3 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) as in sub base 75mm thick complete all as specified and as directed. |
| 4 | M&L for 50 mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 5 | M&L for Machine pressed precast concrete interlocking paver block rubber moulded any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and as directed. |
| 6 | M&L for Providing precast cement concrete 1:2:4, type B-1 as in kerb stone, fair faces, including chamfers, weathering’s, throating etc. and setting in CM 1:4 complete all as specified and as directed. |
| 7 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. |
| 8 | Excavation in trenches n exc 1.50m wide and not exc 1.50m deep for foundation and getting out in soft / loose soil complete all as specified and as directed. |
| 9 | Removing excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed. |
| 10 | M & L for modular fly ash bricks as in brick work straight or curved on plan exceeding 6m mean radious built in CM 1:4 all as specified and directed. |
| 11 | M&L for PCC type B-1, 1:2:4 (using 40 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 12 | M&L for PCC type C-2, 1:3:6 (using 40 mm graded crushed stone aggregate) as in surface channels and drains complete all as specified and directed. |
| 13 | M&L for rendering 15mm thick cement plaster on concrete surfaces or fair surface face of brick work in CM 1:4 surface finished even and fair without using extra cement complete all as specified and as directed. |
| 14 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 15 | Add or deduct for each 25mm girth or part thereof over or under 30cm inner girth complete all as specified and directed. |
| 16 | M&L for Reinforced concrete pipes 300mm bore, class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 17 | M&L for PCC 1:3:6, type C-2 conrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in 300mm dia pipe complete all as specified and directed by Engr-in Charge. |
| 18 | Excavation over area, not exceeding 1.5 mtr depth for foundation, etc., and getting out in any type of soil complete all as specified and as directed. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified. |
| 20 | M&L for 200mm thick soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. |
| 21 | M&L for PCC type C-2 1:3:6 (40 mm graded aggregate) as in foundation filling and mass concrete complete all as specified. |
| 22 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed. |
| 23 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed. |
| 24 | S&F for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, for weepholes complete all as specified and as directed. |
| 25 | TMT bars (Fe 500),10 mm dia and over in reinforcement cut to length, bent to shape required incl bending spirally cranking, hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, all as specified and as directed. |
| 26 | Mild steel TMT bars, 5mm dia and over upto & incl 10 mm dia stirrups, spacers etc, bending spirally or hooping for columns, hooking ends and binding with mild sleet wire not less than 0.90mm dia complete all as specified and directed. |
| 27 | M&L for hand packing (any thickness) gravel / aggregate 200mm thick ( 5 to 10mm size), coarse sand 200mm thick ( 2 to 4 mm size), small boulders/ aggregate 300mm thick ( 30 to 40 mm size), for inverted filter of at back of walls over arches etc. and raising (or lowering) to there quired level complete all as specified and directed. |
| 28 | Extra over stone walling for hammer dressing to face stones and dressing of beds & joints, as specified, of random rubble walling, uncoursed or brought upto courses with max depression on face from straight edge held against the dressed surface not exc 40 mm on granite or trap stone complete all as specified and as directed. M&L for Reinforced concrete pipes 600mm bore, class NP3, laid and jointed complete with collars complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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