Tender For Provn Of Internal Road For Baghbella At Tangdhar Under Ge 874 Ews
Tender Value
3.77 Crore
Estimated cost
Bid Submission
01 Sep 2026
9 days left
EMD
4.52 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kupwara → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Internal Road For Baghbella At Tangdhar Under Ge 874 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Aug-2026 | Corrigendum Date 01 | Date | 01-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | B/R WORKS:-M & L for Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed. |
| 2 | All as per item No 1 here-in-before but exc 1.5m and n exc 3.0 mtr depth. |
| 3 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and for steel poles, complete all as specified and directed. |
| 4 | M&L for Walling random or polygonal rubble, brought up to course, well bonded, bedded and solidly hearted, built in cement mortar 1:4, and pointing surface in contact in same mortar complete all as specified and directed. |
| 5 | M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified, of random rubble walling, uncoursed or broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm in granite or trap stone complete all as specified and directed. |
| 6 | M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified, of random rubble walling, uncoursed or broughtupto courses, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20mm in granite or trap stone complete all as specified and directed. |
| 7 | M&L for providing cement concrete 1:2:4, Type B-1 (20mm graded aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic bands, coping (PCC Bond Stones), roof kerbs or mud stop, pole coping and the like including weathering, slightly rounded or chamfered angles and throating as directed. |
| 8 | S & F 110 mm bore PVC (SWR) pipes in any length with rubber ring joints fixed to walls with necssary clamps and fittings complete all as specified and directed. |
| 9 | M & L for precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bond stone (for stone walling) and set in CM 1:4, complete all as specified and directed. |
| 10 | M & L for stone Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) in vertical bunds with sloping face complete all as specified and directed. |
| 11 | M & L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level of broken stone or boulders complete all as specified and directed. |
| 12 | Returning filling in incl spreading leveling, watering and well ramming in layers n exc 25cm using soil complete all as specified and directed. |
| 13 | M&L for raised pointing to random rubble masonry uncoursed or brought upto courses using CM (1:4) including racking out of joints and watering complete all as specified and directed. |
| 14 | Rolling and consolidating formation surfaces in cutting/filling to camber by using vibratory rollers of capacity 80-100 KN static weight or compaction methodology reccomended by soil test agency to under OMC to achieve the min 98% density of MDD determined using modified compactor density determination method as per is code of exisiting soil complete all as specified and as directed. |
| 15 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in sub base of floors, complete all as specified and directed. |
| 16 | M&L for brick work with sub class ‘B’ bricks old size having crushing strength not less than 75 Kg/Sqm, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) complete all as specified and directed. |
| 17 | M&L for Rendering 10 mm thick in cement and sand mortar 1:6 on fair faces of brick work or cement concrete surfaces including finishing the surface even and fair complete all as specified. |
| 18 | M&L for Rendering 10 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and fair complete all as specified. |
| 19 | M&L for Rendering 20 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and fair complete all as specified. |
| 20 | M&L for 300mm thick soling (or sub base) with broken boulders or quarried stone, interstics filled, surface formed and rolled consolidated to required gradient and camber with exc 8 tonne but not exc 12 tonne power roller complete all as specified and as directed. |
| 21 | M&L for 300mm thick (compacted thickness) WBM,in two layer each of 150mm thick with Granite, trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber by 8-10 tonne power roller .complete as specified and directed. |
| 22 | M&L for Sand cushioning under paver block or floors or in foundations including watering and consolidation complete all as specified and directed. |
| 23 | M&L for 120mm thickness machine pressed precast interlocking paver blocks with grey cement and no pigment in any shape and size confirming to IS-15658 - 2006 of M-50 Grade, laid over rammed sand complete all as specified and directed. |
| 24 | M & L for Boulder filling dry, handpacked tightly, as in wire crate apron bunds in vertical bunds with sloping face complete all as specified and directed. |
| 25 | M & L for 4mm dia galvanised steel wire, 225x150mm mesh, made up into mattresses or cages, lapped, wired and laid in position,including closing after filling complete all as specified and directed. |
| 26 | S & F 75 mm bore PVC (SWR) pipes in any length with rubber ring joints fixed to walls with necssary clamps and fittings complete all as specified and directed. |
| 27 | M&L for providing cement concrete 1:2:4, Type B-1 (20mm graded aggregate) as in roof kerbs or mud stop and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 28 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and in steel poles, complete all as specified and directed. |
| 29 | M&L for RCC M-30 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and the like,complete all as specified and directed. |
| 30 | M&L for RCC M-30 as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like,complete all as specified and directed. |
| 31 | M&L for RCC M-30 as in slabs supported on walls ,beams and columns in floors,roofs,landings,balconies,canopies,deck slab and in shelves and the like,complete all as specified and directed. |
| 32 | M&L for formwork to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter, rough finished flat surfaces complete all as specified and directed. |
| 33 | M&L use and waste of form work to soffits of suspended slabs such as roof slabs,floor slabs,landing and similar work exceeding 200mm thick slabs, rough finished flat surfaces,complete all as specified and directed. |
| 34 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, rough finished flat surfaces,complete all as specified and directed. |
| 35 | S&F for TMT bar 10 mm and over cut to length, bend to shape required including cranking, bending spirally for hoopings for cols, hooking ends and binding with ad including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 36 | M & L for hard core of broken stone or boulders of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick , watered and rammed to a true surface complete all as specified and directed. |
| 37 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base in solids, in optimum moisture conditions of standard proctor density not less than 95 per cent complete all as specified and directed. |
| 38 | M & L for preparing new surfaces of walls and applying two coats of cement base paint over one coat of white wash complete all as specified and directed. |
| 39 | Removing excavated material or debries exc 1.5 Km but n.exc 5.0 Km and depositing where directed not exc 1.5 M above the starting point complete all as specified and as directed. |
| 40 | E/M WORKS:-Supply and fixing steel tubular swaged poles, ISI marked, with cast iron base plate, finial taper plug, bolts, nuts, screws as specified type 410 SP-31 (9.0 mtr long) and erecting in trully vertical position including painting with two coats of aluminium paint over a coat of red oxide primer and internally through out plus embedded portion with two coats of black bituminous paint over a coat of red oxide primer with and including marking of pole number with black paint in yellow circle, complete all as specified and directed. NOTE:- Excavation and PCC sahll be measured and paid separately. |
| 41 | Supply and fixing LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete.complete all as specified and directed. |
| 42 | Supply and fixing of House service bracket (hook type complete with 1.2m long G.I. pipe 40mm dia medium grade, fixed to pole with FI clampof size 40x6mm two nos with nuts bolts and one coat of red oxide primer and two coat of aluminium paint complete all as specified and directed. |
| 43 | Supply, installation connecting and tasting of street light Junction box size 155x 210 x 92 mm, made out of thermoplastic and arragement of Incoming 3 Phase 4 wire system and outgoing 3 phase 4 wire system with RY,B & N studs and control for Incoming & outgoing cables with MCB SP 6 Armp 23 Volts with Neutral link Including Flat Iron 25x3mm \\"D\\" Clamps (2 Nos) suitable for pole of any size with boils, nuts & washers including incoming & outgoing cables glands & lugs of size up to 10 sqmm 2 core complete all as specified and directed. |
| 44 | Supply and fixing three single core 1.5 sq mm PVC insulated sheathed stranded copper conductor flexible cable drawn into steel pole lor connection or security/street light fitting from Junction box complete all as specified and directed. |
| 45 | S & F for Rigid bon-metallic PVC conduit 20mm dla exclusive of boxes (junction terminal) but Inclusive of all tees, bends, 6 elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc heavy duty wall thickness 2.00mm for street light fittings complete all as specified and directed. Please Enable Macros to View BoQ information |
| 46 | S & F for Rigid bon-metallic PVC conduit 20mm dla exclusive of boxes (junction terminal) but Inclusive of all tees, bends, 6 elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc heavy duty wall thickness 2.00mm for street light fittings complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 01, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 9 daysSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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