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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender inviting Authority: GE (P) B/R THAL SENA BHAWAN, DELHI CANTT Name of Work: PROVN OF SLIP ROAD TOWARDS PARADE ROAD UNDER GE (P) B/R THAL SENA BHAWAN DELHI CANTT Contract No: GE (P) B/R TSB/ OF 2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Serial Item No. Description of item of work in brief Item Code / Make Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE in Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT in Words |
| 2 | Surface dressing n.exc 15 cm deep and getting out in soft loose soil complete all as specified and directed by Engineer-in-Charge. |
| 3 | Exacavation over area n.exc 1.5 m deep and getting out in soft /loose soil ccomplete all as specified and directed by Engineer-in-Charge. |
| 4 | Exacavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, trenches etc, n.exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft soil complete all as specified and directed by Engineer-in-Charge. |
| 6 | Forming embankments solid including raising (or lowering) earth, spreading in layers n.exc 30 cm thick, watering, ramming / rollling and finishing to required size, shape etc n.exc 5 m height from base complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for approved moorum / red bajri filling in floor or paving, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. |
| 8 | Rolling and consilidating formation and berms over cutting, filling earth including watering as required, filling in hollows and depression which occurs during the processs of rolling with power roller 8 to 10 Ton complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for 200mm thick (compacted thickness) granular sub base (Kankar or Laterite), spread, rolled and consolidated with 8 to 12 Ton capacity power roller to required gradient and camber complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L for 250 mm thick (compacted thickness) Wet Mixed Macadam (WMM) with coarse aggragate in two layers (Kankar or Laterite) of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required with power roller of 8 to 10 Ton capacity complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for stainless steel road sign board both sides comprising of the following:- (a) Two Nos stainless steel pipe 50 mm dia & 2100 mm long of heavy grade including top fancy cap and four Nos anchors at bottom for embedding in PCC. (b) Stainless steel 25mm square pipe frame of size 1200mmx750mm triangular at one side welded butt and bright finished, fixed to stainless steel pipes with stanless steel cup head screws of suitable size.(c) Providing 2mm thick anodised aluminium sheet of size 1200mmx750mm fixed with stainless steel screws to stainless steel square pipe frame (d) Complete layering with retro reflective poly carbonate trimethyl sheet of any colour, cut to shape and fixed over base plate as per IRC 67-1977 of any colour complete all as specified. (e) Providing 25 mm wide retro reflective poly-carbonate white border alround the retro reflective carbonate trimethyl sheet complete (f) S&F retro reflective poly-carbonate trimethyl sheet letters / signs / arrows etc of 150mm height of any colour, cut to shape and fixed over base plate as per IRC -67-1977 complete all as specified and directed by Engineer-in-Charge.Note : (i) All stainless steel sections shall be heavy weight of grade SS 304.(ii) Excavation in post holes and PCC in foundation for fixing in postion shall be measured and paid for separately. |
| 12 | S&F metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia, highly reflective reflectors made out of PMMA 600 mm height duly powder coated and thermoplastic elastomer 3 bends of green, red and yellow reflector radium tape of 25 mm wide srtip with anti-theft steel net for reflector protection including embedding in PCC foundation block of size 150x150x300mm using PCC (1:2:4) type B1 and necessary earth work, if required complete all as directed by Engineer-in Charge. |
| 13 | S&F cat eye reflective type of metal body alloy of size 100x100x20mm with PAMA striplens reflactive of model No. DA 972 fixed with & including MS studs of suitable size as per manufacturer's instructions complete all as specified and directed by Engineer-in-Charge. |
| 14 | S&F reflective convex mirror of 800mm dia mounted on & including 40mm dia bore MS pipe 2.50 m long, medium grade including fixing /embeding in PCC foundation complete all as specified and directed by Engineer-in-Charge.Note: Excavation in post holes & PCC in foundation shall be measured and paid for separately. |
| 15 | S&F factory made precast cement concrete of M-40 grade Kerb stone, laid in position to the required line, level and curvature, jointed in cement mortar (1:3) including making the joint with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm) and making drainage opening wherever required complete all as per directions of Engineer-in-Charge.Note:- (i) Length of finished kerb edging shall be measured for payment (ii) Precast cement concrete kerb stone shall be approved by Engineer-in-Charge before incorporation at site |
| 16 | M&L for cleaning and preparing Kerb stone surfaces of any description and applying two coats of synthetic enamel paint of any shade over & including a priming coat as per design / pattern approved by Engineer-in-Charge. |
| 17 | Demolition of cement concrete (un-reinforced in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 18 | Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for (including cutting reinforcement as required) complete all as specified and directed by Engineer-in-Charge. |
| 19 | Dismantling bricks / paver blocks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons etc, laid dry or laid, bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L for cement concrete (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in surface channels and drains complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L for 150 mm dia reinforced cement concrete (RCC) pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in bed to RCC drain pipes of 150 mm dia bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L for 300 mm dia reinforced cement concrete (RCC) pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in bed to RCC drain pipes of 300 mm dia bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L for 600 mm dia reinforced cement concrete (RCC) pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in bed to RCC drain pipes of 600 mm dia bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge. |
| 27 | Taking down cement or cement lime plaster of any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc including removal of debries outside MD land complete all as specified and directed by Engineer-in-Charge. |
| 28 | Demolition of brick work or stone / boulder masonry built in cement or cement lime mortar including all quions, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for brick work with old size sub class ‘B’ bricks, built in cement mortar (1:6), straight or curved on plan exc 6m mean radius, complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F mild steel framed work as in grills, gratings, angle box post etc, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar work, conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F 0.50mm thick pre-painted galvalume aluminum zinc coated GI based corrugated / semi- corrugated steel sheet of approved colour having tensile strength of 550 Mpa, fixed to mild steel frame with self tapping screws in roof covering at any slope / cladding to wall complete all as specified and directed by Engineer-in-Charge. |
| 32 | S&F 0.50mm thick pre-painted galvalume aluminum zinc coated GI based plain steel sheet of approved colour having tensile strength of 550 Mpa, fixed to mild steel frame with self tapping screws in roof covering / cladding to wall complete all as specified and directed by Engineer-in-Charge. |
| 33 | Excavation in post holes n.exc 0.50 Cum each in soft/loose soil, getting out, returning filling in and ramming earth or broken rubbles mixed with earth around in layers n.exc 25 cm complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for cement concrete (1:2:4) type B-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete to fix sign board and convex mirror post etc complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for 15mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces, finished even and fair complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L for preparing newly plastered surfaces of wall and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm / litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 Litre/10 Sqm over and including a priming coat of exterior primer applied @ 0.90 Litre/10 Sqm complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L for 75mm thick PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in sub-base of floor, complete all as specified and directed by Engineer-in-Charge. |
| 38 | M&L for plain cement concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in string courses, copings or as in floors complete all as specified and directed by Engineer-in-Charge. |
| 39 | M&L for 100mm thick factory made rubber moulded coloured machine pressed precast cement concrete M-50 grade interlocking paver block in approved design and colour, conforming to IS-15658-2006 with grey cement and pigment as approved, laid over sand cushioning and joints filled with sand complete all as specified and directed by Engineer-in-Charge.Note- Sand for cushioning shall be measured and paid for separately. |
| 40 | M&L for sand filling under floors or in foundations, cushioning for interlocking paver blocks and the like including watering and consolidation as required complete all as specified and directed by Engineer-in-Charge. |
| 41 | Removing excavated soil at a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L for preparing new steel or iron 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 chromate primer complete all as specified and directed by Engineer-in-Charge. |
| 43 | Note: Complete road alignment alongwith exact ground level and final top level of slip road must be demarked on ground and drainage system to connect the existing Nalah within the limits of contract provisions complete and to be got approved from Engineer-in-Charge / Accepting Officer before commencement of the work at site. Total in Figures 1.0 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
