Tender For Provn And Addn/Altn Of Road And Gates In Cvd Area Of Delhi Cantt Under Ge(P) East, Delhi Cantt-10.
Tender Value
10.45 Crore
Estimated cost
Bid Submission
09 Sep 2026
26 days left
EMD
8.47 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn And Addn/Altn Of Road And Gates In Cvd Area Of Delhi Cantt Under Ge(P) East, Delhi Cantt-10.
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 Sqm and n. exc 50mm deep complete all as specified and directed |
| 2 | Site clearence in soft/loose soil complete all as specified and directed. |
| 3 | Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth, lead upto 50 m and lift upto 1.5m. complete all as specified and directed. |
| 5 | Rolling and consolidation of formation surfaces in cutting of roads, consolidation to required level, radiant and camber, filling in hollow and depression with exc 8 to n.exc 12 tonne power roller. complete all as specified and directed. |
| 6 | M&L for 150mm thick (spread thickness) soling (or sub base) with broken boulder quarried stone interstices filled, surface formed and rolled and consolidated to required gradient and camber with exc 8 to n.exc 12 tonne power roller, complete all as specified and directed. |
| 7 | Material, laying & compacting 150 mm thick (compacted thickness) in two layers of 75 mm each, Wet Mix Macadam (WMM) grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and directed. Note : The finished surface tolerances shall be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013. |
| 8 | Preparing WMM surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed. |
| 9 | M&L for applying evenly a priming coat with bituminous primer using paving bitumen VG-10 at the rate of 10 kg per 10 sqm on WMM surface and preparation of surface, complete all as specified and directed. |
| 10 | M&L for Premix bituminous macadam with 4% Binder, using paving bitumen of grade VG-30 (50 -70 penetration), laid/rolled and compacted to required gradient and camber (consolidated thickness minimum 50 mm & maximum 75 mm) complete all as specified and directed. |
| 11 | M&L for applying evenly tack coat with using paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm on prepared black top surfaces, complete all as specified and directed. |
| 12 | M&L for bituminous premixed asphaltic dense concrete 40 mm consolidated thickness, using paving bitumen VG-40 with 6% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver rolled and compacted to required camber and gradient by using Tandem vibratory steel wheel static steel wheel and pneumatic tyre rollers capacity 8 to 12 tonne, complete all as specified and directed. |
| 13 | M&L for applying 2.50mm thick road marking strips/lines/dashes/arrows/letters (retro-reflective) of specified shade/colour using hot thermosplatic material by fully/semi automatic thermoplastic paint applicator machine fitted with profiles shoes glass beads dispenser propane tank heater and profile shoes driven by experienced operator on road surface including cost of materials labour etc on new/old road surface including T&P cleaning the road surface of all dirt seals, oil, grease and foreign material etc complete all as specified and directed.Notes :-(i) The rates shall be inclusive of mixing glass beads (ballotini) in thermoplastic material.(ii) The quantity of ballotini included/mixed during the manufacture of material should not be less than 20% by mass of mixture or applied to the surface of the thermoplastic immediately application is complete @ 300 grms / sqm as directed by Engr -in-Charge. The ballotini shall comply with BS 6088 : 1981 (1993) \\"Specification for Solid Glass Beads for use with Road Marking\\". |
| 14 | Demolition of cement concrete (unreinforced) of any description and in any position not other wise specifically provided, complete all as specified & directed. |
| 15 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed. |
| 16 | M&L for providing and laying at or near ground level factory made edge stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed. |
| 17 | M&L for painting of two coats of water based exterior emulsion paint over kerb stone in white/yellow/black/red shade including one priming coat after preparation of new surface complete all as specified and directed. |
| 18 | M&L for hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 20 cm thick, watered and rolled/rammed to a true surface, complete all as specified & directed. |
| 19 | M&L for 100 mm thick PCC 1:4:8 type D-2, using 40mm graded crushed stone aggregate as in sub base, complete all as specified and directed. |
| 20 | M&L for Machine pressed precast concrete coloured interlocking paver block with grey cement and pigment of shape and size approved by Engineer-in-Charge, confirming to IS 15658-2006 of 60 mm thickness M-35 Grade , complete all as specified and directed. |
| 21 | Demolition of Brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar or cement lime mortar, complete all as specified and directed. |
| 22 | M&L for brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6), complete all as specified and directed. |
| 23 | M&L for rendering 15mm thick on fair face of brickwork in CM (1:4) finished even & smooth (without using extra cement) on external brickwall surfaces, complete all as specified and directed. |
| 24 | M&L for preparation of newly plastered surfaces of walls and providing two coats of cement base paint complete all as specified and directed |
| 25 | Earth work in excavation in all kind of soils by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed. |
| 26 | M&L for PCC (1:3:6), type C-2 using 40 mm graded stone crushed aggregate as in foundations, filling and mass-concrete , complete all as specified and directed. |
| 27 | M&L for RCC hume pipes 300 mm bore, NP3 class laid in trenches and jointed complete with coller etc including testing on completion, complete all as specified and directed. |
| 28 | Removing excavated soils exceeding 5.0 Km but not exceeding 6.0 Km depositing where directed, complete all as specified and directed. |
| 29 | Supply, laying and compacting Sweet Earth (good earth), obtained from approved sources distance n. exc 5km, free from organic impurities, roots and rubbish, in layers not exceeding 25 cm in depth, each layer being watered, well rammed and consolidated to required levels, gradients and sections. |
| 30 | S&F road STUD (CAT eyes) of size 100x100x20mm made of polycarbonate with electronically welded prismatic retro- reflective lens panel of approved colour on both side for maximum retro reflection in wet and dey condition non breakable dust proof type fixed with epoxy chemical nails screws and clamps, complete all as specified and directed. |
| 31 | S&F solar studs RED, Amber or white of size 100 x 100 x 21mm, height without stump - 21mm, height with stump 55mm, stump dia 33mm, LEDs electronically operated with 4 Nos solar cell, Battery - 1600MA/1.2 volts Ni-Mh mono-crystalline 2.4v/0.3 watt, aluminium reflective frame- ploycarbonate weight of stud 360 gms, complete all as specified and directed. |
| 32 | S&F reflective convex mirror of dia 1000 mm and mounted over mild steel pipe 40mm bore (medium grade) and 2.5 mtr long including excavation of post holes of size 400x400x600 mm and PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate as in foundation, complete all as specified and directed. |
| 33 | S&F metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed including taking down of existing one. |
| 34 | S&F speed bump of size 500x425x50 mm made by rubber compression molding pre-coloured UV stabilized material black & yellow with two reflectors of size 70 mm x 23 mm fixed on both sides of the speed bump, speed bumps fixed with epoxy chemical nails screw and clamps complete all as specified and directed. |
| 35 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 36 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. |
| 37 | Earth work in excavation in all kind of soils by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 38 | S&F Pre-cast cement concrete U Shape drain (T-25) 80 mm thick of inner dimentions 450x450 mm of FUJI silvertech or equivalent (as approved by GE) including 20 mm dry mortar complete all as specified and directed. |
| 39 | S&F Pre-cast cement concrete drain cover of size 500x572mm of Thickness 130 mm of FUJI Silvertech or equivalent complete all as specified and directed. |
| 40 | M&L for cement concreteType D-2 (1:4:8) using 40mm graded stone aggregate in foundation, filling and mass concrete complete all as specified and directed. |
| 41 | Returning, filling in (soils), including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 42 | S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,laid in trenches or in floors including PCC (1:3:6) type C-2 using 40mm graded stone aggregate to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested; with concrete for 110mm bore pipe complete all as specified and directed |
| 43 | Excvation in trenches n. exc 1.5 m in wide and and not exc 1.5 m depth for laying of U/G cables, GI pipe etc and gettting out in soft/loose soil complete all as specified and directed. |
| 44 | Removing excavated material 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 directed. |
| 45 | M&L for dry clean river sand for cushinoning of cable in trenches for cable protection including spreading, leveling and hand punning complete all as specified in SSR Part-I and directed.Note - Thickness of sand coushioning shall be measured and paid only after punning and consolidating of sand. |
| 46 | Supplying and laying reinforced precast concrete cable cover, class LV,Type 2, flat, size 300mm x 180mm x 40mm complete all as specified and directed. Please Enable Macros to View BoQ information |
| 47 | Supplying and laying reinforced precast concrete cable cover, class LV,Type 2, flat, size 300mm x 180mm x 40mm complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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