Tender For Provn Of Bypass Tank And Asociated Works For Break Pressure Tank At Mil Stn Yol.
Tender Value
43.59 Lakhs
Estimated cost
Bid Submission
12 Sep 2026
19 days left
EMD
87200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Bypass Tank And Asociated Works For Break Pressure Tank At Mil Stn Yol.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Aug-2026 | Corrigendum1 | BOQ | 12-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n exc 15 cm deep in any type of soil complete all as directed by Engineer-in charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out in any type of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains of depth upto 1.50m (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 all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. |
| 4 | Returning, filling in, any type of soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm, complete all as specified and as directed. |
| 5 | Removing surplus excavated spoil (soil) to a distance exceeding 1.5 km and but not exceeding 5 km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 6 | 0.5 mm thick impermiable polythene layer ( HDPE geomembrane) as in foundation complete all as specified and as directed. |
| 7 | PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 8 | Reinforced Cement Concrete (Design mix) M-30 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 |
| 9 | Reinforced Cement Concrete (Design mix) M-30 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 |
| 10 | Reinforced Cement Concrete (Design mix) M-30 in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed |
| 11 | Reinforced Cement Concrete (Design mix) M-30 in Columns, pillars, piers,posts and struts complete all as specified |
| 12 | Mild steel TMT bars 10mmdia 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 0.9mm dia or securing with clips complete all as specified |
| 13 | Ditto as per Item no. 9 but for 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 14 | 100 mm dia GI tube, 'Medium grade, galvanised, with all fitting and fixed complete to RCC walls and ceilings or laid in floors as vent pipe in required shape and size complete all as directed by Engr in Charge. |
| 15 | 150 mm dia GI tubes, 'Medium grade, galvanised, with all fitting and fixed complete to RCC walls and ceilings or laid in floors as inlet/outlet pipe in required shape and size complete all as directed by Engr in Charge. |
| 16 | PVC (SWR) pipes 110 mm dia, type B, single socketed in any length with rubber ring joints fixed to walls complete all as specified. |
| 17 | Stainless steel (Grade 304) railing/staircase made of hollow tubes, angle, 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. |
| 18 | 15mm thick plastering on other than fair face of brick work or stone masonry surfaces, finished even and smooth without using extra cement in cement mortar 1:4 using water proofing compound as per manufacture instruction complete as specified and as directed.Note: Water proofing compound shall be measured and paid separately as supply only. |
| 19 | Supply only integral water proofing compound |
| 20 | 10mm thick plastering on fair face of brick work or concrete surfaces, finished even and smooth without using extra cement in cement mortar 1:3 complete as specified and as directed. |
| 21 | M&L for Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint oil bound distemper over a coat of alkali based primer complete all as specified and directed. |
| 22 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter fair finished surface of concrete curved surfaces, complete all as specified and directed. |
| 23 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. fair finished surface of concrete curved surface complete all as specified and directed.. |
| 24 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), fair finished surface of concrete flat complete all as specified and directed. |
| 25 | Formwork to sides of concrete foundation, footings, bases of columns, rafts & raft beams, sides and soffits of foundation & plinth beams and similar works, vertical or to batter rough finished surface of concrete curved, complete all as specified and directed. |
| 26 | Formwork to sides of Columns, pillars, piers,posts and struts, rough finished surface of concrete Square, rectangularor polygonal complete all as specified and directed. |
| 27 | Mild steel works as in chimney bars (straight or camber); bearing bars; tongues or water bars for window frames; window guard bars, plain, let in and fixed independently in wooden frames, L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 28 | Walling random rubble stone masonry with best quality locally available stone, brought upto course, well bonded, bedded, solidly hearted and built in cement mortar 1:6, complete all as specified and directed. |
| 29 | Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed. |
| 30 | Plain cement concrete 1:2:4 type B-2, using 40mm graded crushed stone aggregate, as in surface channel and drain, including use of form work, complete all as specified and directed. |
| 31 | Cementious Coating-Floor (Horizontal/Vertical Area) prime the area with slurry by mixing one part of acrylic polymer with two part of neat cement i.e. in the ratio 0.5 kg acrylic polymers and 1kg cement, applying two component cementious elastomeric polymers base water proof coating on clean and damp surface with stiff fibre brush. Applying first coat @ 1.25kg per sqm in one direction and applying 2nd coat when first is touch dry @ 1.25kg per sqm in perpendicular direction to first coat direction. Allow to dry for 24hrs before moist curing. Do not apply water through a hose or pressurized nozzle. Protection with PCC, 25mm thick, M-15 (Nominal mix) grade screed including integral water proofing liquid 200ml per 50Kg of cement. The work should be process with guideline as per methodology complete all as specified and directed. Make :-STP/BASE/FOCROC.Note :- It should be potable as used in RCC tank of drinking water. |
| 32 | Epoxy Coating (Approved by CFTRI) Primer: Apply two component penetrative epoxy based primer @ 160gms per sqmt on cured surface. The moister should not be more than 5% Epoxy Coating; Applying food grade epoxy coating tested by CFTRI @500 gms per Sqm in two coats. Applying two coats at right angles to each other. This way the second will cover any blemishes of the first coat. Allow first coat to become tack free, the second coat is applied. Work should be process with guideline as per methodology complete all as specified and directed by the Engr-in-Charge. Make:-STP/BASE/FOCROC.Note :- It should be potable as used in RCC tank of drinking water. |
| 33 | Olyurethane top Coating (Approved by CFTRI) PRIMER: ApplyIing two componenet penetractive Polyurethane top coating @ 160 gms per sqmt on cured surface. The moister should not be more than 5% PU COATING: Applying two component,liquid aliphatic polyurethane based UV and weather resistant coating approved by CFTRI @ 300 gms per Sqm in two coats. Apply two coats at right angles to each other.This way the second will be cover any blemishes ot the first coat.Allow first coat to become tack free before the second coat is applied.Work should be process with guideline as per methodlogy complete all as specifed and directed by Engr-in-Charge. Make:-STP/BASE/FOCROC.Note :- It should be potable as used in RCC tank of drinking water. |
| 34 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified. |
| 35 | Demolition of stone/boulders or brick masonary built in cement mortor including all quoins, arches, pillars, etc but excluding ashlar facings, dresses stone work and precast concrete articles etc, complete all as specified. |
| 36 | M & L for broken stone or boulders hardcore of gauge n. exc. 63 mm , deposited, spread and levelled in layers n.exc. 15 cm thick, watered and well rammed to a true surfaces complete all as specifed and directed by Engr-in-Charge. |
| 37 | Rolling and consolidating of formation surfaces in cutting with power road roller 8 to 12 tonne capacity, watering as necessary including filling in hollows and depressions and consolidation to the required level, gradient and camber, complete all as specified and directed. |
| 38 | M & L for 75 mm thick PCC 1:3:6 , type C-2 using 40 mm graded crushed stone aggregate as in sub base to floors complete all as specifed and directed by Engr-in-Charge |
| 39 | Providing and laying 80 mm thick factory made chamfered edge cement concrete paverblock of M-30 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method usingPU mould, laid in required colour & patternover and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified & directed. |
| 40 | Plain cement concrete M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as in lintels upto 1.50 metre 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, chamfered angles and throating, complete all as specified and directed.Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately. |
| 41 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed. |
| 42 | Supply only chain link hot dipped galvanised fencing, any type or size complete all as specified and directed. |
| 43 | Rolled mild steel work as in posts & struts in fencing using angle, iron or other sections, including cutting tops to shape as directed, drilled holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting and riveting etc and similar work conforming to Fe-290, Gde E-165, complete all as specified and directed .Note : Unit rate is also included locking holes after fixing of barbed wire and welding to bent portion as directed. |
| 44 | Applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, complete all as specified and directed. |
| 45 | Deduction to be made from BOQ for Sch 'A' Part-II (Schedule of credit) Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 daysSep 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysTender Documents
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