Tender For Addition / Alteration To Storm Water Drain From Jcos/Or Md Accn Bldg No P-11 And Upgradation Of Existing Infrastructure At Vehicle Servicing Station And Maintenance R At Saraibari Under Ge Jorhat.
Tender Value
45.80 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
1 days left
EMD
92000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jorhat → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addition / Alteration To Storm Water Drain From Jcos/Or Md Accn Bldg No P-11 And Upgradation Of Existing Infrastructure At Vehicle Servicing Station And Maintenance R At Saraibari Under Ge Jorhat.
BOQ
| Sl. No. | Item Description |
| 1 | NOTE:-(i) The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.(ii) It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. (iii) (Applicable for all items/parts):- The bidders/contractors are advised to refer Notes on BOQ/SCH'A' before entry/quoting the rates. |
| 2 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. |
| 3 | Taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for Key, scrubbing down with water etc. complete all as specified and as directed. |
| 4 | Demolition of cement concrete (reinforced) of any description and any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) and removal of rubbish from the site complete all as specified and as directed. |
| 5 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) and removal of rubbish from the site complete all as specified and as directed. |
| 6 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. |
| 7 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10Sqm on plan and not exceeding 1.50m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 8 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good disturbed surface in any type of soil complete all as specified and as directed. |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm on soft/loose soil complete all as specified and as directed. |
| 10 | Removing excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. |
| 11 | Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 12 | Material and labour for providing cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. |
| 13 | Material and labour for providing cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. |
| 14 | Material and labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channel, drains and like etc. complete all as specified and as directed. |
| 15 | Material and labour for PCC 1:2:4, type B-1 (using 20mm graded 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and as directed. |
| 16 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in footing, foundation beam, bases of column plinth beams, etc complete all as specified and as directed. |
| 17 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roof landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 18 | Material and labour for providing precast cement concrete (1:2:4), type B-1, (using 20mm graded aggregate) as in landings, cover slabs(for manholes, etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:4) including necessary use and waste of form work complete all as specified and directed.Note: Reinforcement shall be measured and paid seperately under respective item. |
| 19 | Material and labour for 100mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base floring and finish the surface fair and even complete all as specified and as directed. |
| 20 | Material and labour for 100mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in sub base floring and finish the surface even and smooth without using extra cement complete all as specified and as directed. |
| 21 | Material and labour for 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection, paving, footpath etc and finished the surface even and smooth without using extra cement laid in panels including joint filled with sealing compound complete all as specified and as directed. |
| 22 | Material and labour required 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 as directed. |
| 23 | .-Ditto- all as per item No 21.00 above but add or deduct for each 25mm girth or part there of over or under 30cm and -ditto-. |
| 24 | Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. |
| 25 | Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) complete all as specified and as directed. |
| 26 | Materials and labour for use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bres-summers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. with rough finished flat surfaces of concrete complete all as specified and as directed. |
| 27 | Material and labour 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 with rough finished flat surface complete all as specified and as directed. |
| 28 | Material and labour for mild steel 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 0.90mm dia or securing with clips complete all as specified and as directed. |
| 29 | Supply and fixing steel work in tubular trusses i.e truss bottom, top bend, sides, side supports, holding plates, posts and base plate etc. including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St-240 etc complete all as specified and as directed. |
| 30 | Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. |
| 31 | Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. |
| 32 | Material and labour for machine pressed precast cement concrete interlocking paver blocks 80mm thick and M 40 Grade confirming to IS-15658-2006 and laid over and including 25mm thick sand cushioning complete all as specified and as directed. |
| 33 | Materials and labour for 15 mm thick rendering on brick work in cement mortar (1:6) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 34 | Materials and labour for 15 mm thick rendering on brick work in cement mortar (1:4) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 35 | Materials and labour for 15 mm thick rendering on fair faces of brick work or concrete surface in cement mortar (1:4) with using water proofing coumpound and as per manufacturer specification and finished the surfaces even and smooth without using extra cement complete all as specified and as directed.Note : WPC will be measured and paid separately. |
| 36 | Supply only integral water proofing compound conforming to IS-2645 complete all as specified and directed. |
| 37 | Material and labour for applying two coats of cement base paint over a coat of alkali resistant primer including preparation of newly plastered surfaces of wall complete all as specified and as directed. |
| 38 | Material and labour for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. |
| 39 | Material and labour for PCC 1:3:6, type C2, (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 300mm bore of pipe complete all as specified and as directed.Note: Pipes shall be measured and paid seperately. |
| 40 | Material and labour for 300mm bore Reinforced concrete pipes, class NP2, laid and jointed with collars, laid in trenches on concrete bed to required slope complete all as specified and as directed.Note: Earthwork and concrete bed shall be measured and paid seperately. |
| 41 | Supply and fixing as in replacement LED lights fitting 1x 20 W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed. |
| 42 | Supply and fixing as in replacement asymmetrical LED flood light luminaires, 70 watt, 230 Volt, 50 Hz, LED 5000K, IP66 Metal Halide, grey powder coated die-cast aluminium lamp housing, bult-in control gear, faceted anodised aluminium reflector heat resistant toughened clear glass cover complete including connecting and testing all as specified and as directed. |
| 43 | Supply and laying GI tubing 40mm bore light grade with fittings laid in trenches or for road crossing for protection of LT underground cables including taking up old unserviceable pipe complete all as specified and as directed. |
| 44 | Labour only for boring of hole under roads with mechanical arrangement upto 50 mm dia without disturbing the top surface of the road for passing the cable across the road complete all as specified and as directed. |
| 45 | Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 35 Sqmm 3.5 core laid in trenches as per IS 7098 (Part I) including connection cable glands, aluminium lugs etc. and replaement of old unserviceable cable complete all as specified and as directed. |
| 46 | Supply & fixing Three core 1.5sqmm (nominal area) service wire PVC insulated copper conductor FRLS, multi stranded, unsheathed 1100 volts grade IS-694 marked for connection from junction box to street light fitting through steel pole with necessary clamps, bolts, etc required for fixing complete all as specified and as directed. |
| 47 | Supply and fixing as in replacement of cable entry terminal box for street light made of PVC of size 155 × 210 × 92 mm, IP 55/65 degree of protection, brackets provided inside to facilitate DIN rail along with cable entry, including bracket for mounting, including necessary DIN channel fixed and connection including RYB N terminal complete all as specified and as directed. |
| 48 | Supply , install, testing and commissioning as in replacement of cubical housing cabinet type CPRI approved Confirming to IP55 LT panel board outdoor type of size 0.75m x 0.60m x 0.60m, platform mounted factory made, totally enclosed dust and vermin proof openable from both front and rear side made out of 3.15 mm thick CRCA MS Sheet and built upon suitable size MS angle iron frame work, having front and rear hinged doors, lifting lugs (2 Nos), earthing strips at rear side, bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anticorrosive treatment and apply spray paint with two coat of synethetic enamel paint over a coat of red oxide primer. The panel should be suitable for 415 volts, 50Hz, 3 phase 4 wire system and internal connection should be provided with aluminium strips of suitable size and necessary foundation work and comprising following:-System Voltage-415V, 3-Ph, 4 wire, 50 HZAluminium BUSBAR rating -200 Amps, cable entry (incomming and outgoing ) form bottom with cable gland Incomming : 160 Amps MCCB TP, 25 KA of electric release with over load adjustment 0.4 to 1.0 In & short circuit electronic release adjustment 1.5 to 10.0 In (adjustment current with time), 415 Volts, 50 Hz-01 No Outgoing - (a) MCCB 4 pole 80 Amps 16 kA adjustable thermal release 0.64 to 10 In & adjustable magnetic release (3.5 to 10 In)- 02 Nos(b) 3 Phase Digital Multifunction meter, Model B, Class 1 with selector switch incl CT (500/5 Amp) with all connection -01 No (c) LED indicating lamps -03 Nos |
| 49 | Material and labour for sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 cm in depth after laying the Cable) and consolidated (punned) upto 18 cm thickness, complete all as specified and as directed. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only shall be measured and paid for. |
| 50 | Material and labour for Brick with subclass 'B' bricks in cable protection, laying with built in each other complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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