Tender For Provn Of Proper Drainage System To Avoid Inundation In 2 Corps Pro Unit Area Under Ge (South) Ambala Cantt
Tender Value
63.19 Lakhs
Estimated cost
Bid Submission
06 Oct 2026
2 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Proper Drainage System To Avoid Inundation In 2 Corps Pro Unit Area Under Ge (South) Ambala Cantt
BOQ
| Sl. No. | Item Description |
| 1 | Material and labour for construction of 50000 ltr capacity underground water sump complete all as specified & shown on Drg No STD-1394 Sh 1/1. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Removing excavated material n. exc 50m & depositing where directed at a level n. exc 1.5m above starting point complete all as specified and directed. |
| 4 | Material and labour for Stone pitching laid dry hand packed tightly and grouted with cement & sand mortar 1:6 & packed tightly on ground complete all as specified and directed. |
| 5 | Material and labour for PCC (1:4:8) type D2 (40 mm graded mechanically crushed stone aggregate), 75 mm thick laid below stone pitching complete all as specified and directed. |
| 6 | Excavation in post holes (or similar holes) each n.exc 0.50 Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm, watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed. |
| 7 | Material and labour for PCC 1:4:8 type D-2 using 40mm graded mechanically crushed stone aggregate as in foundation complete all as specified and directed. |
| 8 | Supply and fixing for 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; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-16 complete all as specified and directed. |
| 9 | Material and labour for preparation of new steel surfaces of any description over 10cm in girth or width & applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed. |
| 10 | Material and labour for Construction of plateform suitable for 20 KVA DG set of Each Required size (Plateform shall be made out of brick masonary) one feet below ground level and Four feet above ground level hollow space and to be filled by PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) in foundation below ground level, made out of 23cm brick masonry in cement mortar 1:6, (below ground level, hollow space to be filled with hardcore broken stones/bricks of size n.exc 63 mm, deposited, spread and levelled in layers not exceeding 15cm thickness, watered and well rammed) & providing 100 mm thick cement concrete 1:2:4 type B-2 as in floor of platform(with reinforcement), 15 mm thick plastering in CM 1:4 complete all as specified and directed. |
| 11 | Material and labour for Brick work with sub class B bricks of old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4 complete all as specified and as directed. |
| 12 | Excavation in trenches in soft/loose soil n. exc 1.50 metre wide and n. exc 1.50 metre deep for foundation and n. exc 10 Sqm on plan and n. exc 1.50 metre in depth for cesspit etc and getting out complete all as specified and as directed. |
| 13 | Returning filling in, including, spreading, leveling watering and well ramming in layers n exc 25 cm thick each, complete all as specified and as directed. |
| 14 | Material and labour for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone agg as in foundation filling and mass complete all as specified and as directed. |
| 15 | Material and labour for brick work with sub class 'B', class 100 designation bricks, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar (1:6) and pointed flush as the work proceeds on external face of the wall below ground level complete all as specified and as directed. |
| 16 | Material and labour for rendering, in CM 1:4, 15 mm thick on faces of brick work or concrete surfaces finish even and smooth without using extra cement complete all as specified and as directed. |
| 17 | Material and labour for PCC in surface channels and drains type C-0 (1:2:4) using 20 mm graded stone aggregate complete all as specified and directed. |
| 18 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped end etc complete all as specified and directed. |
| 19 | Add or deduct for each 25 mm girth or part thereof over or under 30 cm ditto complete all as specified and directed. |
| 20 | Material and labour for TMT bars 10mm dia and above but to length bent to shape required including cranking bending etc and binding with mild steel wire (annealed) not complete all as specified and as directed. |
| 21 | Material and labour for Precast RCC 1:2:4 type B1 (using 20mm stone aggregate) as in cover slab of drain, culvert and the like set in CM 1:4 all as specified and as directed. |
| 22 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in floors and pavings n. exc 15 cm thickness below or above ground level, complete all as specified and directed. |
| 23 | Material and labour for hardcore of gauge n exc 63 mm of broken stone or boulders, deposited, spread, and levelled in layers n exc 15 cm thick, watered and rammed to a true surface, complete all as specified. |
| 24 | Material and labour for 100 mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 25 | Material and labour for machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness M-40 grade with grey cement and pigment finished with coloured rubber finish on top finished over sand dust cushion complete all as specified and directed. |
| 26 | Material and labour for sand filling under interlocking paver block including watering and consolidation complete all as specified and directed. |
| 27 | Material and labour for PCC in roof kerbs of mud stops, rounded or chamfered on edges type B1 (1:2:4) using 20 mm graded aggregate complete all as specified and directed. |
| 28 | Supply and fixing of non clog vertical submersible pumps with chrome CastIron impeller and cutter, non clog to pass 40mm size particles including supply, installation & testing complete with 2 yrs maintenance of 10 HP capacity with 3000 LPM and head up to 29 mtr, electric driven, 415 V, TP suitable for UG Sump and connected with 100mm dia GI flanged pipe with fittings,strainer etc complete incl fixing arrengement of pump in sump and vertical pipe alongwith sump complete all as specified and directed. |
| 29 | Supply and fixing of flat 10 Sqmm 3 core PVC insulated & PVC Sheathed copper cable 1100 volt, confirming to IS 694 for submersible pump complete all as specified and directed. |
| 30 | Supply, lay and testing of ductile iron pipe Class K-7, 150mm (6'') dia spigot and socketed including suitable size of rubber gasket/ tyton joint as per IS 8329-2000 all as specified and directed. Note :- Tenderer to visit the site and be conversent with the route of DI pipe. Any damages to underground cable LT,HT cable, telecommunication cable,fibre cable etc shall be repaired / replaced / joint within 24 Hrs to avoid any disruption to services.This aspects should be consider by quoting unit rate of item and no extra would be paid for the same. |
| 31 | Supply and fixing of DI fittings for 150mm spigot and socketed/ flanged pipes bends, Tees, (any type, redius and angle) tapers any type (straight, bend increasing, decreasing or double socket etc) Tee pieces single branch, cross (all sockets or socket and spigot) collars, caps and plugs as per IS 9523, flanges, welding on site as directed icl suitable size of gaskets and nuts, bolts for fixing complete all as specified and directed. |
| 32 | Supply and fixing of flanged GI pipe medium grade pipe 100 mm dia as per IS 1239 ( Pt I & II ) including all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. (from UG sump submersible pump to outside sump NRV. |
| 33 | Material and labour for cutting of road /hard standings of any type/size at site for laying of UG cable/GI pipe not exc 45 cm wide and n.exc 60 cm depth including making good the disturbed/broken surfaces of road/hard standing with matching to existing concrete & stone blocks as per direction complete all as specified and directed. |
| 34 | Supply and fixing of cast iron sluice valve of 150 mm bore class PN-1.6 ISI marked (as per IS 14846 of 2000) heavy duty with flanged ends with high tensile SS spindle and gun metal check nut, iron hand wheel and fixing with providing suitable nuts, bolts. washers and rubber gasket for packing etc complete all as specified and directed. |
| 35 | Supply and fixing of dual plate CI wafer type reflux valve/NRV PN1.6 suitable for 150mm bore (8'') dia complete all as specified and directed. |
| 36 | Supply and fixing of in replacement of 50 mm bore air release valve double chamber as per IS 14845 including mounting Gl pipe and clamps as per requirement at site suitable for ductile iron pipe of 150 mm bore incl all fittings washer, nuts & bolt etc complete all as specified and directed. |
| 37 | Material and labour for laying of fine, clean sand (river sand) free from sharp materials and stone particals in trenches for cushioning of cable 8 cm thick under cable and 15 cm thick over the cable including gently punning complete all as specified and directed. Note:- The total thickness of sand shall be measured 18 cm after punning. |
| 38 | Supply & laying for well burnt bricks, sub class B, laid dry abutting each other with gap between adjacent slabs not exceeding 10mm, over underground LT cables for protection complete all as specified and directed. |
| 39 | Material and labour for cutting of road /hard standings of any type/size at site for laying of UG cable/GI pipe not exc 45 cm wide and n.exc 60 cm depth including making good the disturbed/broken surfaces of road/hard standing with matching to existing concrete as per direction complete all as specified and directed. |
| 40 | Supply and laying in trenches XLPE insulated , armoured heavy duty electric cable with aluminium conductore, 1100 Volts grade, cross sectional area 16 Sqmm 4 core complete all as specified and directed. |
| 41 | Material and labour for earthing complete with galvanised steel earth plate electrode of size 600X600X6 mm thick buried directly in ground (earth pit not less than 2.5 meter deep below normal ground level) with top edge of the plate not less than 2.40 mtr below the ground level connected to galvanised iron strip of 32x6 mm as earth lead by means of bolts nuts check nuts & washers of galvanised iron or steel ,surrounded by charcoal of coke and salt, protected by GI pipe 40 mm bore (light grade) GI pipe 20mm bore (light grade) for watering and including funnel and making chamber of PCC (1:4:8) type D-2 using 40 mm graded stone aggregate and coping shall be in PCC(1:3:6) type C-1 using 20 mm graded stone aggregate, 50 mm thick cover of RCC (1:2:4) type B-1 using 20 mm graded stone aggregate, reinforced with 8 mm dia TMT bars @ 80 mm c/c boath ways including excavation and earth work and removal of surplus soil to distance n exc 50 m complete all shown in electrical plate No 3 of SSR part- 2010 complete all as specified and directed. Note:- Note : 1. RCC pit cover shall be pre-cast of RCC (1:2:4) type B-I , 80mm thick reinforced with XPM weighting not less than 4 KG/sqmm in lieu of CI cover.2. Charcoal dust and common salt upto 1.5 meter depth shall be filled in layers of 15 centimeters all around the earth plate inside earth pit . On testing after completion of earthing if desired earth resistance is not achieved , the earthing will be redone at no extra cost to obtain the desired earth values less than 2 ohms. |
| 42 | Supply, installing, testing and commissioning, factory made and tested ,CPRI type tested LT feeder pillar , outdoor type floor mounted , suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system, having bus bar chamber duly insulated The panel shall be dust and vermin proof, IP 65 class protection and made of 3.15 mm CRCA MS sheet and LT panel shall be mounted on angular frame work of 50x50x5mm thick angle iron base frame, and fixed with PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) in foundation for fixing panels, powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, both side opening type, with aprons for cable entry, with double door shutter and locking arrangement and consisting of the following all as specified and consisting of the following(a) Copper bus bar 100 Amps 4 pole - 01 set (b) MCCB 4 pole 63 Amps 16KA adjustable type - 01 No (incommer) (c) MCB TPN 40 A - 03 No (for pumps and spare)(d) Changeover switch 63 amps on load type 4 pole-01 No (e) Digital volt meter 0-500 V with selector switch - 01 No (f) Digital Ammeter 0-100Amps with selector switch - 01 No(g) Set of 3 phase RYB indicator - 01 Set (e) Star delta starter suitable for 10-15 HP submersible pump incl overload relay,auto timer with necessary electic wiring - 02 No (for Sump 1 & 2)(ii) Internal wiring with suitable size of PVC insulated stranded copper conductor cable (ISI marked FRLS, make appropved by MES) duly crimped with copper lugs & ferruled and aluminum strips for MCCB's. (iii) Platform for the panel with PCC 1:4:8 type D-2 with 40 mm graded crushed stone, 15 mm thick in foundation, brick work in CM 1:6 with sub class B old sized bricks, renderung 15 mm thick in CM 1:6 on exposed surfaces and 100 mm thick PCC padding 1:3:6, type C-1 using 20 mm graded crushed stone aggregate on top and grouting bolts etc for panel. The platform shall be such that it is of a height 1.25 meter above the nearest ground level. |
| 43 | Supply of Manufacturer or OEM (Original Eqpt Manufacturer) manufactured and tested static Diesel Engine driven generating set LIQUID COOLED capable of delivering 20 KVA ,or nearest higher rating 415 volts (AC 3 Phase, 4 wire system of supply), 50 Hz at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled through flexible coupling to a matching alternator, and mounted on Dunlop metallastik foundation pads on a common base frame and thereafter installed in the CPCB approved Acoustic enclosure (the complete set conforming to and test certified as per CPCB norms and as specified) with , fuel tank with mounting arrangement and inlet, outlet, return oil arrangement, exhaust pipe complete and shall comprise of the following: - (a) ENGINE (PRIME MOVER): Diesel engine 1500 RPM, of suitable HP as recommended by manufacturer liquid cooled, 12 volts DC electric battery start, complete with fly wheel and all standard fittings/ fixtures as per manufacturing practice including suitable engine control panel with tachometer, lub oil temp & pressure gauges, water temp gauge, and also including self starter, dynamo, fuel tank etc. (b) ALTERNATOR : AC alternator, self excited, self regulated, self ventilated, brushless design, conforming to BS 2613 / 5000, 3 phase , 415 volts, 4 wire for output PF 0.8, at 1500 RPM, insulation class ‘H’; Enclosure IP 23 / TEFC complete with AVR with + 1 % voltage regulation, directly coupled to and match the above engine. ( c) DG set shall be CPCB IV+ Norms compliance developing 25.5 BHP @ 1500 RPM Directly coupled with 20 kVA Alternator rated at 3 Phase 415 Volts ,50 Hz and 0.8 p.f. both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, Exhaust Silencer, AVM pads fitted on Base Frame 1 No's Battery of suitable capacity for 12 Volts Operating System, and Integrated Manual Panel with feature of Auto Start and Auto stop all housed in Acoustic Enclosure. Please Enable Macros to View BoQ information |
| 44 | Supply of Manufacturer or OEM (Original Eqpt Manufacturer) manufactured and tested static Diesel Engine driven generating set LIQUID COOLED capable of delivering 20 KVA ,or nearest higher rating 415 volts (AC 3 Phase, 4 wire system of supply), 50 Hz at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled through flexible coupling to a matching alternator, and mounted on Dunlop metallastik foundation pads on a common base frame and thereafter installed in the CPCB approved Acoustic enclosure (the complete set conforming to and test certified as per CPCB norms and as specified) with , fuel tank with mounting arrangement and inlet, outlet, return oil arrangement, exhaust pipe complete and shall comprise of the following: - (a) ENGINE (PRIME MOVER): Diesel engine 1500 RPM, of suitable HP as recommended by manufacturer liquid cooled, 12 volts DC electric battery start, complete with fly wheel and all standard fittings/ fixtures as per manufacturing practice including suitable engine control panel with tachometer, lub oil temp & pressure gauges, water temp gauge, and also including self starter, dynamo, fuel tank etc. (b) ALTERNATOR : AC alternator, self excited, self regulated, self ventilated, brushless design, conforming to BS 2613 / 5000, 3 phase , 415 volts, 4 wire for output PF 0.8, at 1500 RPM, insulation class ‘H’; Enclosure IP 23 / TEFC complete with AVR with + 1 % voltage regulation, directly coupled to and match the above engine. ( c) DG set shall be CPCB IV+ Norms compliance developing 25.5 BHP @ 1500 RPM Directly coupled with 20 kVA Alternator rated at 3 Phase 415 Volts ,50 Hz and 0.8 p.f. both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, Exhaust Silencer, AVM pads fitted on Base Frame 1 No's Battery of suitable capacity for 12 Volts Operating System, and Integrated Manual Panel with feature of Auto Start and Auto stop all housed in Acoustic Enclosure. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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