Defence Statutory Bodies & Commissions/Committees Closing in 8 days TDR #57908028

Tender For special Repair To Sewage Line Connected To Bldg No P-36 And P-37 Incl Manholes, Septic Tank And Soak Well At Or Living Accn Of Certain Mil Unit Of Bde-I, Provn Of Cycle Cum Scooter Stand And Car Parking Near By Md Accn Block No. 4/R/7 Of C

Issued by Statutory Bodies & Commissions/Committees · Jalpaiguri, West Bengal
Tender Value
25.54 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
8 days left
EMD
51100
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for special Repair To Sewage Line Connected To Bldg No P-36 And P-37 Incl Manholes, Septic Tank And Soak Well At Or Living Accn Of Certain Mil Unit Of Bde-I, Provn Of Cycle Cum Scooter Stand And Car Parking Near By Md Accn Block No. 4/R/7 Of Certain Mil Unit And Provn Of Cycle/Scooter Parking Shed For Or In Between Bldg No. P-31 Of Certain Mil Unit Under At Binnaguri Mil Stn Ge (S) Binnaguri

BOQ

Name of Work:- SPL REPAIR TO SEWAGE LINE CONNECTED TO BLDG NO P-36 AND P-37 INCL MANHOLES, SEPTIC TANK AND SOAK WELL AT OR LIVING ACCN OF CERTAIN MIL UNIT OF BDE-I, PROVN OF CYCLE CUM SCOOTER STAND AND CAR PARKING NEAR BY MD ACCN BLOCK NO. 4/R/7 OF CERTAIN MIL UNIT AND PROVN OF CYCLE/SCOOTER PARKING SHED FOR OR IN BETWEEN BLDG NO. P-31 OF CERTAIN MIL UNIT UNDER AT BINNAGURI MIL STN GE (S) BINNAGURI
Sl. No. Item Description
1Excavation in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified
2M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified
3Removing of surplus soil/excavated materials to a distance not exc 50 m away from the starting point and depositing where directed at a level not exc 1.5m above the ground level complete all as specified
4M&L PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) for fdn/ mass concrete complete all as specified
5M&L PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) for making of chamber base all as specified
6Demolition of brick work built in cement mortar of any description complete all as specified
7Material and labour for brick work with sub-class ‘B’ bricks, set in cement morter (1:4) straght or curved on plan, exceeding 6m mean redious as in manholes and septic tanks complete all as specified
8M&L for rendering 15mm thick in CM 1:3 as in fair faces of brick work or concrete surface of wall and finished surface even and fair without using extra cement with using wpc as per manufacturer instruction (measure seperately)complete all as specified
9Supply only Liquid water proofing compound conforming to IS: 2645 - 1975 specification complete all as specified
10Taking down cement plaster any description on brick or stone wall etc including racking out joints hacking for key scrubbing down with water etc all as specified
11Material and labour for PCC (1:2:4) type B-1 (using 20 mm graded aggregate) as in coping of manholes channels etc complete all as specified
12Demolition of cement concrete (reinforced) Concrete of any description and in any position not otherwise specifically provided complete all as specified
13M & L for precast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in cover slabs of drains set in CM (1:6) including necessary form work complete all as specified
14Supply and fixing for mild steel TMT bars, 10 mm dia, cut to length, bent to shape as required including cranking, bending and binding with mild steel wire (annealed)not less than 0.90 mm dia complete all as specified
15M&L for DWC HDPE ( Double wall corrugated High density poloyethene ) pipe for 150mm bore pipe BSL-16098 ( Part-II) 2013 laid and jointed complete with collers, laid and jointed on concrete bed complete in cluding testing complete all as specified
16M&L PCC 1:3:6 type C-2 concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 150mm and complete all as specified
17Cutting into existing man holes for connecting new drain of 150mm dia pipe and making good two pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 and finished and reforming benching as required complete all as specified
18M&L for providing PCC 1:2:4 type B-1( using 20mm graded stone aggregate) as in cast in situ lintels upto 1.5 M span, cills and other similar bands, plinth courses, parapets, copings,benching to manholes, bed plates and the like weathering and slightly rounded or angles and throating as directed including formwork complete all as specified
19Cutting into existing bituminous road/PCC footpath and making good the disturbed surface with PCC 1:2:4 type B2 any length and size complete all as specified
20M & L for cleaning of septic tanks 100 users of any type/size and depth by removing the cover slab,bailing out foul water, removing sludge, night solids and other accumulated solids, semi solids and other materials from bottom of the septic tanks by manual/mechanical method and also cleaning the mouth of connected sewage line of any dia either by water pressure / rodding and other suitable means at their own arrangements so as to remove the blockage and fully functional the septic tanks to the entire satisfaction of Engineer-in-charge.The sludge/solid content obtained from Septic Tanks should be deposited after digging earth pit at a separated place/area and after deposition, the pit should be covered/ re-filled with earth/sand upto 30 cm (minm) and spreading Bleaching powder @ 1.00 KG per sqm sorounding upto 1.0 M radius beyond outer face of pit and repositioning the RCC/CI cover slab of septic tank complete all as specified
21Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in hard/dense soil
22M & L for cement concrete type C-2 1:3:6 (using 40mm graded aggregate) in foundation filling mass concrete
23S&F for mild steel tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 Complete all as specified
24M&L for MS flat iron bent to shape, holes drilled etc complete as in wind ties etc complete all as specifed.
25M&L for pre-painted galvalume aluminium zinc coating GI based Corrugated/Semi Corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550mpa as in roof covering fixed with self tapping screws complete all as specified
26M&L for pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550mpa as in roof covering fixed with self tapping screws/J hooks as specified.
27M&L for MS plate of any size & thickness, holes drilled or without drilled etc complete all as specified
28M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surface over 10cm width or girth
29M&L for Preparation of new steel surfaces of any description n.exc.10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxideprimer.
30M&L for providing cement concrete type B-0 (1:2:4)(using 12.5 mm size graded aggregate) as in coping set incl weathering, slightly rounded or chamfered angles & thickness.
31M&L for 100 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in path /steps laid with and incl use and waste of form work and finishing the surface even and rough to receive the topping layer or tiling complete .
32M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified
33M & L 80 mm thick M-40 grade factory made vibratory compacted cement concrete rubber moulded, interlocking paver block any shape and size confiroming to IS 15658-2006 with grey cement and pigment as approved laid over and incl 50 mm thick consolidated sand cushion and joints filled with sand complete all as specified
34M&L for rendering 20 mm thick in two layer, first layer shall be of 10 mm thick CM 1:6 and second layer of finishing coat shall be 10 mm thick in CM 1:4 mixed with WPC @3% by weight of cement on brick work or concrete surfaces of wall and finished even and fair complete all as specified and directed.Note-WPC shall be measured and paid seperately.
35M & L for preparing new Plastered surfaces of walls and finishing the walls with Acrylic smooth exterior paint of required shade : New work (Two coats applied over and including priming coat of exterior primer applied ). Make of Weather proof exterior acrylic emulsion and primer : Asian Apex Ultima/Berger weather coat long life 10 surface all as directed and specified.
36Supply only liquid water proofing compound all as specified
37M&L 75mm thick PCC (1:3:6) type C2 as in plinth protection/footpath using 40mm graded stone aggregate finishing cement concrete surface even & smooth without using extra cement including bitumen filling in two panel etc complete all as specified
38M&L PCC 1:2:4 type B-2 (40mm graded aggregate) as in surface channel and drains complete all as specified
39Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing
40M&L for brickwork with sub-class 'B' brick, straight or curved on plan exc 6m mean radius built in cement mortar 1:6.
41Excavating in soft soil post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,complete all as specified
42M&L PCC (1:3:6) type D2 (using 40 mm graded stone aggregate) for fdn/ mass concrete complete all as specified
43M & L 60mm thick M-30 grade factory made vibratory compacted cement concrete rubber moulded, interlocking paver block any shape and size confiroming to IS 15658-2006 with grey cement and pigment as approved laid over and incl 50 mm thick consolidated sand cushion and joints filled with sand complete all as specified
44M&L for 50 mm thick cement concrete type B2 (1:2:4 ) (40 mm graded aggregate) as in Path/floor etc and finished the complete all as specified
45M&L for Fly ash brick work with old size sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified
46M&L for PCC type C-2, 1:3:6 (40mm graded aggregate) 75mm thick as in plinth protection, pavement etc and finished the surface even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.
47M&L for point wiring complete with 1.5 Sqmm multistranded copper conductor single core PVC insulated unsheathed FR-LS cable 1100 volts grade (ISI marked) with proper colour coding drawn through and including non-metallic rigid PVC medium grade conduit not less that 20mm dia and conduit accessories (ISI marked) concealed in wall/fixed to roof, ceiling etc including provision of 1.5 Sqmm PVC insulated multistranded unsheathed copper conductor cable FR-LS (ISI marked) as earth continuity conductor connected to common earth dolly, fabricated sundn terminal box made out of GI sheet steel not less than 1.63mm thick for boxes upto a size of 200 x 300mm and above this size not less than 1.63 mm thick duly painted with aluminum inside and anticorrosive paint outside, concealed in walls, with 3mm thick bakelite/plastic laminated sheet top cover fixed with cadmium plated iron screws for housing switches, socket outlets, fan regulators etc duly earthed including cutting chases of existing wall for conduits and sinking for boxes and making good to the disturbed surface of wall/floor and matching with existing specifications. Connections of cable with MCBs or bus bar shall be done through proper size copper/brass thimbles. Where concealing of conduit is not feasible ie on surface of roof etc, conduit shall be fixed on surface with necessary saddles at no extra cost all as specified for the following :-
48(a) One light point controlled by one way switch 5/6 amps.
49(b) One socket out let 5/6 amps point on the same board
50S&F Switch piano flush type 5/6 amps single pole one way complete all as specified
51S&F Socket 2 in 1, 5 Pin, 5/6 amps, white ivory finish flash type complete all as specified
52S&F Ceiling rose, surface type with back plate, three terminal /PVC/ polycarbonate, isolated body complete all as specified
53S&F LED lights fitting 1x 20W, 220V AC decorative box type with driver,IP 20, class I, wall/ surface mounted, integrated type with extruded aluminium housing integrated high efficiency electronic driver and surge suppressor of 4KV or more, luminaire efficiency not less than 120 lumens/watt, power factor not less than 0.90, CRI 80, THD 10%, operating range - 140 to 270 V, 50 Hz fixed with 02 Nos of PVC round/ square blocks, screws etc connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. complete with all accessories internally prewired and connecting up with and including necessary taking down the old unserviceable fitting complete all as specified.
54S&F LED Bulk Head lights fitting 1x 9/10W, 220V AC integrated high efficiency electronic driver and surge suppressor of 4KV or more, luminaire efficiency not less than 120 lumens/watt, power factor not less than 0.90, CRI 80, THD 10%, operating range - 140 to 270 V, 50 Hz fixed etc connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. complete with all accessories internally prewired and connecting up with and including necessary taking down the old unserviceable fitting complete all as specified.
55S&F Sheet metal enclosure for 4 way Distribution Boards (DB’s), double door, single pole & neutral with din rail, IP-20 protection suitable for fixing MCB\\"S/lsolators complete including provision of blanking plates as required and taking down the old one complete all as specified
56S&F MCB, Single pole & neutral 6 to 32 amps, 240 volts, ‘C’ curve, 10 KA all complete including taking down the old one complete all as specified
57S&F MCB, Single pole, 6 to 32 amps, 240 volts, ‘B’ curve, 10 KA all complete including taking down the old one complete all as specified
58M &L for Earthing complete with GI earth plate electrode 600x600x6mm thick buried directly in ground (Earth pit not less than 2.25M deep below normal ground level) with top edge of the plate not less than 1.5m below normal GL. Connected to galvanized earth lead wire 4mm dia by means of nut, bolt, check nut and washers including necessary excavation and earth work in soft/loose soil, GI protection pipe light grade 15mm bore for protecting the GI wire mesh funnel alternate layer of charcoal dust, and salt PCC pit 1:3:6 type C1 using 20mm graded stone aggregate and 50mm thick RCC 1:2:4 type BO using 20mm graded stone aggregate cover re-inforced with 8 mm dia MS TMT bars 80mm C/C both ways complete all as specified and shown in Electrical plate No.3 SSR part-1 and connected to the earth point and testing complete including taking out the old one complete all as specified
59Supply, laying, jointing & testing in trenches or passing through pipe, 1100 volts grade, XLPE insulated PVC bedded, galvanized steel strip or wire armoured LT electric power UG cables, heavy duty with stranded aluminium conductor of cross sectional area 16 sqmm 2 core with and including all fixing & connecting accessories such as Aluminium cable lugs, cable gland, nut, bolts, washer etc complete including taking out old unsv cable as specified (NOTE: Earthwork & Excavation, GI pipe, bricks for protection etc shall be measured and paid separately under relevant items of this schedule 'A').
60Supply and lay dry river sand filling for under ground cable protection with a layer of 8cm deep before laying and 15cm covering above the top edge of cable after laying complete all as specified
61Supply and laying sub class B bricks of size 25cmx12.5cmx7.5cm (+/-10% tolerance) for protection of UG cable with width equal to length of bricks as mechanical protection laid dry and flat complete all as specified
62M&L for 40 mm bore steel tubing light grade ISI marked for protection of cable including necessary joints complete all as specified Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57908028
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 25.54 Lakhs
LAST DATE 28-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for special Repair To Sewage Line Connected To Bldg No P-36 And P-37 Incl Manholes, Septic Tank And Soak Well At Or Living Accn Of Certain Mil Unit Of Bde-I, Provn Of Cycle Cum Scooter Stand And Car Parking Near By Md Accn Block No. 4/R/7 Of Certain Mil Unit And Provn Of Cycle/Scooter Parking Shed For Or In Between Bldg No. P-31 Of Certain Mil Unit Under At Binnaguri Mil Stn Ge (S) Binnaguri
Basic Detail
Tender No 8946/E8
Bidding Type Tender
Location
City Jalpaiguri
State West Bengal
Key Dates
Publish Date 07 Oct 2026
Submission Date 28 Oct 2026
Open Date 04 Nov 2026
Finance
Tender Value 25.54 Lakhs
Tender Fee 500
EMD 51100
Exemption Available
Document List
BOQ_884865.xls
e739e020-e3fb-436a-a5ef-2e933b2f54e3.html
Tenderdocus8946.rar
Tendernotice_1.pdf

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Tender Timeline

Oct 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Nov 04, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

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xls

BOQ_884865.xls

html

e739e020-e3fb-436a-a5ef-2e933b2f54e3.html

rar

Tenderdocus8946.rar

pdf

Tendernotice_1.pdf

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