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| 1 | BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER, UDHAMPUR Name of Work: PROVN OF BLACK TOP ROAD APPROX 200 MTR FROM ASCON NODE UDHAMPUR TO RNC UDHAMPUR OF 511 NSC (NW SIG COY) OF 51 NW SIG REGT UNDER GE (SOUTH) UDHAMPUR Contract No: CWE/U(S)-45/2026-27 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 # Ser.No. Item Description Item Code / Make Quantity Units 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 Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Rough excavation not exc 1.5 m deep and and getting out in any type of soil complete all as specified. |
| 3 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and as directed. |
| 4 | Rolling and consolidating formation surface with 8 to 12 tonne power rolling , including filling in soft sports, hollows and depressions etc. which occurs during rolling ( for portion coming in cutting/original ground only ) to required level gradient or camber etc. including watering before or during rolling complete all as specified. |
| 5 | Soling (or sub base), 150 mm thick (spread thickness), with broken boulders or quarried stone (granite/ basalt) including filling of interstices, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed. |
| 6 | 150mm thick (Compacted thickness) WBM in two layers 75mm thick each layer with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) of granite, trap or basalt spreading and compaction with 8 to 10 tonne power roller and consolidated to required gradient and camber complete all as specified and directed. |
| 7 | Preparing un-surfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc., and applying evenly a priming / tack coat on un-surfaced water bound macadam surfaces with cationic bitumen emulsion RS-1 grade ( 80 -100 penetration) @ 10 Kg per Ten Square Metre with tar boiler and including Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix rolled and compacted to required camber and gradient, complete, all as specified and as directed. |
| 8 | Note for item No. 3 to 6 :(a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account.(b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made. |
| 9 | Supply and fixing cat eye yellow colour of ABS plastic metal with two Nos of reflectors including fixing with approved adhensive/ fastener on road as in repairs including taking down of existing complete all as specified and as directed. |
| 10 | S&F in replacement Solar cat eye aluminium alloy shall ( 100% water proofing design according to 65 ) of size 125mm x 125mm x 25mm ( shank 65mm ) of high efficiency Mono rystafie solar panel 2.4V / 0.3 watt one NI -ed rechargeable battery ( 1.2V / 1600MA ) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manufactures instructions etc. all as specified and directed with stem self illuminating in dim areas during night time . Solar rechargeable batteries for continual performance without much maintenance . Super bright LEDs with a viewing distance of 500 meters . Equipped with prismatic reflective lens on each side ensure maximum reflectivity make up of highly compressive material cosustain over 10 tonne water resistant. |
| 11 | S&F in replacement 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. |
| 12 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 13 | Pre-cast cement concrete block masonry withsolid blocks 1:2:4 type B-1 using 20 mm graded crushed stone aggrigates, exc. 10 cm in width and setting in mortar 1:4 complete all as specified and directed. |
| 14 | Reinforced concrete pipes of 450mm dia, class NP-3 with collars laid and jointed complete all as specified and directed. |
| 15 | Concrete bed to drain pipes of 450mm bore, including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregates, complete all as specified and as directed. |
| 16 | Excavation over areas not exceeding 1.5 m deep and getting out in any type of soil complete all as specified. |
| 17 | Excavating over area exc 1.5 m and n .exc 3m deep and getting out in any type of soil, complete all as specified and as directed. |
| 18 | Excavation over areas not exceeding 1.5 m deep and getting out in soft / disintegrated rock complete all as specified and as directed. |
| 19 | Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling, sub base and mass concrete all as specified. |
| 20 | 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 including rough finished flat surfaces of concrete, complete all as specified and as directed. |
| 21 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and as directed. |
| 22 | Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc to obtain rough flat finished surface of concrete complete all as specified and as directed. |
| 23 | Form work to sides of pillars, posts, struts, columns etc. for rough finished surfaces of concrete, complete all as specified & directed. |
| 24 | Reinforced cement concrete M-30 design mix (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed |
| 25 | Reinforced cement concrete M-30 design mix (using 20 mm graded crushed stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 26 | RCC M-30 Design mix, (using 20 mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed. |
| 27 | Reinforced cement concrete M-30 design mix (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and as directed. |
| 28 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed. |
| 29 | TMT mild steel bars, 8mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed. |
| 30 | Plain cement concrete (1:2:4) type B2 using 40mm graded stone aggregate as in foudation, filling, and mass concrete all as specified. |
| 31 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed |
| 32 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. |
| 33 | Excavating in trenches, n exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, and for laying of cable or pipes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil, complete all as specified and as directed. |
| 34 | 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, including finishing the surfaces even and smooth without using extra cement, complete all as specified and as directed. |
| 35 | Dismantling wrought iron or mild steel in any position not otherwise specifically provided for, complete all as specified and as directed. |
| 36 | Mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete drilled for fixing of steel sheeting or other covering, doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe-290 grade-E-165, complete all as specified. |
| 37 | Prepration of new steel surfaces of any description over 10cm width or girth and applying two coats synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 38 | Preparing new plastered surfaces of wall and applying two coats of cement base paint, complete all as specified and as directed. |
| 39 | Demolition of brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified. |
| 40 | Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted , built in cement mortar 1:6 complete all as specified and as directed. |
| 41 | All as per ser item No 38 but except stone complete all as specified and directed. |
| 42 | Hand packing with broken stone or boulders (any thickness) at back of walls/ wheep holes/ over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. |
| 43 | Pre-cast plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in bond stones and in similar works set in cement mortar 1:6, including necessary form works, complete all as specified and directed. |
| 44 | Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3, complete all as specified & directed. |
| 45 | Providing, cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) as in coping, benching and the like incl form work complete all as specified and as directed. |
| 46 | 110mm bore, PVC (SWR) pipes single socketed, in any length, fixed as in weep holes, complete all as specified and as directed. Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
