Tender For Provision Of Shed For Parking Of K-Loaders And Specialist Vehicles At 31 Mcu Under Ge(Af) Gurgaon No-01.
Tender Value
43.59 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
18 days left
EMD
87180
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurgaon → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Shed For Parking Of K-Loaders And Specialist Vehicles At 31 Mcu Under Ge(Af) Gurgaon No-01.
BOQ
| Sl. No. | Item Description |
| 1 | Schedule-A B/R Portion |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Hard / Dense soil complete all as specified and as directed all as specified and directed by Engineer-in-Charge. |
| 3 | M & L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L RCC M-25 Design mix concretes(20mm graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed by Engineer-in-Charge.. |
| 5 | M&L RCC M-25 Design mix concretes (20mm graded aggregate) (20mm graded aggregate)graded stone aggregates as in columns all as specified and directed by Engineer-in-Charge. |
| 6 | M&L for RCC M-25 Design mix concretes (20 mm graded aggregate) as in Beams, canatilivers, bressummers, lintels over 1.5m span etc complete all as specified and directed. all as specified and directed by Engineer-in-Charge. |
| 7 | M&L RCC M-25 Design mix concretes (20mm graded aggregate) (20mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc all as specified and directed by Engineer-in-Charge. |
| 8 | Formwork to sides of curved 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 finished smooth all as specified and directed by Engineer-in-Charge. |
| 9 | Formwork to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. finished smooth all as specified and directed by Engineer-in-Charge. |
| 10 | M&L Flat Formwork to sides and soffits of floor or roof beams, beam haunchings, girders,bresumers, lntels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc.for rough finished surfaces of concrete surface complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L Flat Form work to soffits of suspended slabs, floor slabs, landings and similar work; not exceeding 200 mm thick ( Horizontal or sloping) or rough finished surfaces of concrete surface complete all as specified and directed all as specified and directed by Engineer-in-Charge. |
| 12 | Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips all as specified and directed by Engineer-in-Charge. |
| 13 | Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 all as specified and directed by Engineer-in-Charge. |
| 14 | M & L Brick work built CM 1:6 subclass B brick strength curved or plan exc 6m mean radius. all as specified and directed by Engineer-in-Charge. |
| 15 | Taking down Cement Plaster from wall and ceiling of any description from Brick/concrete surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed by Engineer in Charge. |
| 16 | M&L for 15mm rendering in cement mortar (1:4) on brick/concrete surfaces finished the surface even and smooth without using extra cement all as specified and directed by Engineer-in-Charge. |
| 17 | M & L for 15mm rendering in cement mortar (1:6) on brick/concrete surfaces finished the surface even and smooth without using extra cement all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for Rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:3 as on ceiling and to be finished even and smooth ( without using extra lime or cement) all as specified and directed by Engineer-in-Charge |
| 19 | M&L preparation of new plaster surface and applying two coats of Oil bound distemper of wall over a coat of primer on wall surfaces complete all as specified and directed by EIC. |
| 20 | M&L preparation of new plaster surface and applying two coats of OBD of ceiling over a coat of primer on wall surfaces complete all as specified and directed by EIC. |
| 21 | M&L Finishing walls with all wealther exterior Acrylic weather emulsion paint (100% acrylic) exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) including preparation of new surfaces complete all as specified and directed by Engineer-in-Charge |
| 22 | S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors all as specified and directed by Engineer-in-Charge. |
| 23 | S & F 110 mm bore PVC (SWR) bends of any radius.etc all as specified and directed by Engineer-in-Charge |
| 24 | M & L for hardcore of gauge not exceeding 63 mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface in broken boulder complete all as specified and as directed by Engineer-in-Charge |
| 25 | M&L for 100 mm thick cement concrete 1:2:4 type B-2 using (40mm graded stone aggregate ) as in sub base of floor path and hard standing complete all as specified and directed by Engineer in Charge. |
| 26 | Sand filing under floor or in foundation including watering and consolidation sand cushioning complete all as specified and directed by Engineer -in Charge.. |
| 27 | M&L for Epoxy Coated Machine pressed coloured precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and no pigments complete all as specified and directed by Engineer -in Charge.. |
| 28 | Forming 12mmm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade A complete all as specified and directed by Engineer in Charge. |
| 29 | M&L Finishing walls with exterior Acrylic weather emulsion paint (100% acrylic) Smooth exterior paint of required shade : old work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) including preparation of old surfaces complete all as specified and directed by Engineer in Charge. |
| 30 | M&L for Complete removal and preparation of existing treatmnet of plastered surfaces on walls applying two coats of Oil bound distemper over a coat of primer complete all as specified and directed by Engineer in Charge. |
| 31 | Demolition of Cement Concrete (un-reinforced) of any description, not exc. 150mm thickness (above or below Ground Level) and removing the same from Site(s), complete all as specified and as directed. |
| 32 | M&L for providing 50 mm thick cement concrete type B0, 1:2:4 (12.5 mmgraded aggregate finishing cement concrete surface even and smooth floor using extra cement complete all as specified and directed by Engineer-in-Charge |
| 33 | M&L Granular sub base 150mm spread thick Kankar or Laterite, spread, rolled & consolidated to gradient & camber required. |
| 34 | M & L for providing 100 mm thick Dry Lean Concrete Design Mix of aggregate as per Table 1 of SP 49:2014 having average compressive strength not less than 7MPA with minimum cement content not less than 140 Kg/Cu. DLC mixed in Batching plant , transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by of concrete having average strength of each consecutive group of 5 cubes made in accordance with IS-516,not less than 10 Mpa at 7 days.The proportioning of the material of Mix should be as per table 900-1 of MORTH Specifications and as per IRC Specifications. |
| 35 | M&L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, compacted thickness of concrete 25 cm or less all as specified and directed. |
| 36 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' |
| 37 | Forming 12mm thick Expansion joints filled with pre-formed bituminous filler & top 30mm primed & sealed with sealing compound, Grade `A' Thickness of concrete slab 150 mm provided with 20mm dia MS dowel bars 50 cm long (25 cm in each slab) with ferrules, spaced at 300mm centres, including boring form work and preformed filler for dowels |
| 38 | Returning filling in the soil including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer complete all as specified and directed. |
| 39 | Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5km above the starting point complete all as specified and directed. |
| 40 | M&L for 15 mm thick cement plastering in CM 1:4 on brick/concrete surfaces of roof and parapet, mixed with 2% water proofing compound, finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge Note :- Water proofing compound shall be measured & paid separately all as specified and directed by Engineer-in-Charge. |
| 41 | Supply only liquid water proofing compound etc all as specified and directed by Engineer-in-Charge. |
| 42 | M&L water proofing treatment on roof and vertical surface consisting as under:- (a) Applying evenly a coat of bituminous primer conforming to IS-3384:1986 @ 0.30 litre/sqm including preparation of roof surfaces (b) Applying evenly a tack coat of industrial bitumen 85/25 @ 1.2 kg/Sqm on plaster surface all as specified.(c) A layer of 3mm thick APP polymeric membrane of weight not less than 3.60 kg/sqm, reinforced with polyester non-woven fabric (weight not less than 160gm/ sqm), duly sealed at over laps & joints with end laps of the 10cm and side over laps of 7.5cm by flame (by torch application) all as per manufacturer’s instructions,including, applying two coat Bitumen water proofing aluminium heat resistance paint on the roof as per manufacture instructions complete all as specified and directed by Engineer-in-Charge |
| 43 | M&L PCC 1:4:8 type D-2 as in drain etc all as specified and directed by Engr-in-Charge |
| 44 | M&L brick work with Fly ash bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 all as specified and directed by Engr-in-Charge |
| 45 | M&L PCC 1:3:6 type C-2 as in surface channel for drain all as specified and directed by Engr-in-Charge |
| 46 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement incl forms, moulds, mitered/stopped ends etc. |
| 47 | M&L, cement concrete type B-1,1:2:4 (20mm graded aggregate) as in coping, ramp including slightly rounded or chamfered angles and throating all as specified and directed by Engineer-in-Charge |
| 48 | Removing of old debris obtained from excavation/demolition building material to a distance exc 10 Km but n exc 15 Km and deposited out side the MD land as per NGT norms. Note :- Searching of Place of Disposal out side the MD Land will be the responsibility of Contractor and rate of any distance shall be included in quoted unit rate all as specified and as directed by Engineer in Charge. |
| 49 | Schedule-A E/M Portion Please Enable Macros to View BoQ information |
| 50 | Schedule-A E/M Portion Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender