Tender For Provision Of Comprehensive Drainage System Mil Stn Under Ge (N) Akhnoor
Tender Value
4.70 Crore
Estimated cost
Bid Submission
19 Nov 2026
20 days left
EMD
5.45 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
Jammu → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Comprehensive Drainage System Mil Stn Under Ge (N) Akhnoor
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Oct-2026 | CorrNo01 | Date | 19-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. |
| 2 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in hard rock (blasting prohibited) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. |
| 3 | Earth work in excavation by in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto exceedinbg 1.50m to 3m, including getting out in all kind of soil (the excavated soil) and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed.Note:- Contractor may at his discretion use any means for excavation and width required at site. However payment shall be made for authorized width only as defined in preamble para 3.2.3 to section 3 of MES SSR Part-II. |
| 4 | Plain cement concrete type D-2, (1:4:8) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 5 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 6 | 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 for fair finished surfaces of concrete flat, complete all as specified. |
| 7 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 8 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed. |
| 9 | Mild steel, TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed. |
| 10 | MS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed. |
| 11 | Returning, filling in soft/loose soil, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed. |
| 12 | Removing excavated material (soil) exceeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 13 | PVC (SWR) pipes, grade 'B', 75mm bore, single socketed in any length with rubber ring joints and laid in trenches or in floor, complete all as specified and as directed. |
| 14 | Brick work with subclass \\"B\\" brick using old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 15 | PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in surface channels and drains surface including use of form work complete all as specified and as directed. |
| 16 | Plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, benching, kerb, benching, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. |
| 17 | Rendering 15mm thick on fair faces of brick work in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed. |
| 18 | Mild steel framed work such as grills, gratings. etc. with ends of bars shouldered and or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing , framedwork or water tanks and similar work conforming to Fe 290, Gde-E-165, complete all as specified and directed. |
| 19 | Preparation of new concrete surfaces over 10cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed. |
| 20 | Demolition of brickwork or stone/boulders masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facing, dressed stonework and precast concrete articles complete all as directed. |
| 21 | Demolition of reinforcement (reinforcement cut as required to facilitate demolition) cement concrete of any description and in any position not otherwise specifically provided live damaged surfaces irregular facia, chajjas and like on for complete all as specified and directed. |
| 22 | Demolition of unreinforcement cement concrete of any description and in any position not otherwise specifically provided for including removing rubbish off the premishes, complete all as directed. |
| 23 | Demolition and breaking up 300mm drain pipes (Salt glazed ware, AC or reinforced concrete) and set in cement mortar complete all as specified and directed. |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in charge |
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth but not exceeding 3m depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 3m, complete all as specified and directed. |
| 26 | PCC 1:2:4 type B-2, (using 40mm graded crushed stone aggregate) using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 27 | Reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 28 | 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 for fair finished surfaces of concrete flat, complete all as specified. |
| 29 | Reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 30 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surface of concrete flat, complete all as specified and directed. |
| 31 | RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, anopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 32 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces concrete flat, complete all as specified. |
| 33 | Formwork of edges of concrete flats, breaks in floors etc; exceeding 20cm wide and sides of RCC/PCC bands for fair finished concrete flat surface, complete all as specified and directed. |
| 34 | Forming embankment including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape etc, not exceeding 1.5m high from the base complete all as specified and directed. |
| 35 | Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400kg of cement per cubic metre, thickness of concrete 25cm or less, complete all as specified and directed. |
| 36 | 100mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones, interstices filled, surface formed and rolled consolidated and compacted with 8 to 12 tonnes power roller to required gradient and camber, complete all as specified and directed. |
| 37 | 75mm thick (compacted thickness) Water Bound macadam with coarse aggregate of granite, trap or basalt of stone grading 2 (63 to 40mm size), spread, rolled with power roller 8 to 12 tonne and consolidated to gradient and camber required, complete all as specified. |
| 38 | Reinforced cement concrete pipe of 300mm bore, class NP-2 with collars, laid and jointed complete all as specified and directed. |
| 39 | Reinforced cement concrete pipe of 450mm dia, class NP-2 with collars, laid and jointed complete all as specified and directed. |
| 40 | Reinforced cement concrete pipe of 600mm bore, class NP-2 with collars, laid and jointed complete all as specified and directed. |
| 41 | Preparation of newly plastered or unplastered surface of wall or concrete surfaces and applying two coats of cement base paint over a coat of priming paint complete all as specified and directed. |
| 42 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 3m in depth but not exceeding 4.50m depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 4.5m, as directed. |
| 43 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 4.50m in depth but not exceeding 6m depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 6m, as directed. |
| 44 | PCC 1:3:6 type C-2, (using 40mm graded crushed stone aggregate) as in foundations, filling or mass concrete, complete all as specifed and directed. |
| 45 | RCC M-25 (Design mix) using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, anopies, deck slabs and in shelves and the like, complete all as specified and directed. |
| 46 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces concrete flat, complete all as specified. |
| 47 | Providing precast cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes, drain etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles and set in cement mortar 1:4, including use of form work, complete all as specified. |
| 48 | Plain cement concrete 1:3:6, type C-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, benching, kerb, benching, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. |
| 49 | Sand filling including watering and consolidation in layers not exceeding 25mm thick, complete all as specified and directed. |
| 50 | Loose filling with broken brick bats with aggregate of gauge 40mm to 65mm in soakage pits, soakage wells and like complete all as specified and directed. |
| 51 | Loose filling with broken brick bats with aggregate of gauge 20mm to 40mm in recharge pit, complete all as specified and directed. |
| 52 | Loose filling with broken brick bats with aggregate of gauge 15mm to 20mm in recharge pit, complete all as specified and directed. |
| 53 | Loose filling with broken brick bats with aggregate of gauge 5mm to 12mm in recharge pit, complete all as specified and directed. |
| 54 | Loose filling with broken brick bats with aggregate of gauge 2mm to 5mm in recharge pit, complete all as specified and directed. |
| 55 | 150mm dia bore, HDPE pipes PN-10, complete all as specified and directed. |
| 56 | Supply and fixing 150mm dia, HDPE perforated pipe in vertical position in bore well with ribs, including fittings & accessories etc; all complete, for all depths, complete all as specified and diredted. |
| 57 | Reinforced cement concrete pipe of 200mm bore, class NP-2 with collars, laid and jointed complete all as specified and directed. |
| 58 | PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in concrete bed to 200mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 59 | 350mm dia, boring for bored cast in situ piles 16 metres in soil and getting out and disposal of spoil to a distance 50 metres using DMC method (Direct mud circulation) complete all as specified and directed. |
| 60 | Stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement, complete all as specified and directed. |
| 61 | Applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description, exceeding 10cm width or girth, including preparation of new surface, complete all as specified and directed. |
| 62 | Supply only integral water proofing compound complete all as specified and directed. Note:- WPC 200ml per bag fo cement evenly mixed or as per manufactures instructions |
| 63 | Cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles not exceeding 5 Kg, complete all as specified and directed. |
| 64 | Deduction to be made from BOQ for Sch 'A' Part -II (Schedule of credit) Amount during AOC.Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 20 daysNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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