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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 NEW DELHI Name of Work: ADDN/ ALTN TO DRAIN AND PROVN OF SWT AT VARIOUS LOW LAYING AREA AT IHQ OF MOD (ARMY) TPT UNIT ASC UNDER GE NEW DELHI Contract No: GE/ND-110/2025-26 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 Rates 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 # Sch. itemNo. 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 RATE In Rs. 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | M&L for Hardcore of stone of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface in floors or pavings, open area laid in layers and rammed including watering and consolidation complete all as specified and directed by Engr in charge. |
| 3 | Excavating in trenches in any type of soil, not exceeding 1.5m wide, not exceeding 1.5m in depth for foundation for manholes / shafts or sewer line etc and getting out complete all as specified and directed. |
| 4 | Excavating in trenches in any type of soil, not exceeding 1.5m wide, exceeding 1.5m in depth but not exceeding 3.0 m in depth for foundation for manholes / shafts or sewer line etc and getting out complete all as specified and directed. |
| 5 | Excavation over areas n exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 6 | Excavation over areas not exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. |
| 7 | Returning filling in, incl spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed. |
| 8 | Removing surplus excavated soil to a distance not exc 50 Mtr & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed. |
| 9 | Demolition of brick work or stone masonry built in cement mortar or cement lime mortar at any position complete all as specified and directed. |
| 10 | M&L for Brick work with sub class \\"B\\" bricks , straight or curved on plan exc 6 m mean radius built in cement mortar (1:4),(up to two story Bldg) complete all as specified and directed. |
| 11 | M&L for Brick work with sub class \\"B\\" bricks , straight or curved on in half brick thick wall built in cement mortar (1:4),(up to two story bldgs) complete all as specified and directed. |
| 12 | M&L for cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) as in sub base, foundation , and mass concrete complete all as specified and directed. |
| 13 | M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work complete all as specified and directed. |
| 14 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed. |
| 15 | Add or deduct for each 25 mm girth or part thereof over or under 30cm complete all as specified and directed.Note: this item shall only be used for variation in respect of item No 13.00 |
| 16 | S&F precast PFRC rectangular manhole cover (medium duty) with size 1200mmX500mmX75mm thick, confirming to IS: 12592 and IS:1726, factory made complete all as specified and directed by Engr-in-charge. |
| 17 | Supply, laying & jointing in position of reinforced concrete pipes of 600 mm bore pipes, class NP 2, laid and jointed with collars including taking out/ down old unservicable pipe complete all as specified and directed. |
| 18 | Supply, laying & jointing in position of reinforced concrete pipes of 300 mm bore pipes, class NP 2, laid and jointed with collars including taking out/ down old unservicable pipe complete all as specified and directed. |
| 19 | M&L for HDPE Black DWC Sewerage and Drainage Pipe 150 mm in trenches and jointed with using ruber gaskit and pipe joint lubricant for both end and 150 to 200 mm wide color joint socket shll be provided to cover the joint all around as per specefication and manufacture insturction complete all as specified and directed. |
| 20 | M&L for 15mm thick cement plastering in cement mortar 1:4 with WPC @ 200 ml/per bag of cement, on fair faces of brick work or concrete surfaces finished even & fair without using extra cement complete all as specified and directed. (Note : WPC will be measured and paid separately as supply only.) |
| 21 | Supply only liquid water proofing compound as per manufacture instruction complete all as specified and directed. |
| 22 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base or sub floors or path complete all as specified and directed. |
| 23 | M&L for machine vibrated precast concrete interlocking paver/ tiles (glazed finish) with grey cement and pigment any shape, any size, confirming to IS 15658-2006 of 80 mm thick and M-40 grade including Sand filling under floors or path or in foundations including watering and consolidation complete all as specified and directed. |
| 24 | M&L for cement concrete chequered PU coated tiles 300x300x25 mm thick with grey cement and no pigment, set and jointed in neat cement slurry and pointed in coloured cement to match the surfaces as in floors over and including 20 mm thick screed bed in cement mortar 1:6 complete all as specified and directed. |
| 25 | M&L for Cement concrete 40mm thick type B-1, 1:2:4 (using 20mm graded stone aggregate) in floors pavings etc finished even & smooth with out using extra cement complete all as specified and directed. |
| 26 | M&L for Cement concrete 1:3:6 type C1 using 20mm graded stone aggregate in plinth protection, 75mm thick, finished fair and even without using extra cement, complete all as specified and directed. |
| 27 | M&L for providing PCC 1:2:4 type B1 (using 20mm garded stone agg) as in coping PCC block etc complete all as specified and directed. |
| 28 | Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for including cutting of reinforcement to facilitate demolition complete all as specified and directed. |
| 29 | M&L for precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in cover slab etc including necessary form work, set in cement mortar 1:4 complete all as specified and directed. |
| 30 | S&F TMT bars 10 mm dia & over as in reinforcement of columns, beams, RCC wall, slabs, chajjas, lintels etc cut to length bent to shape required including cranking, bending, spirally hoping for columns, hooking ends and welding the new reinforcement with old steel bars complete all as specified and directed. |
| 31 | S&F TMT bars 5 mm dia upto and including 10 mm dia as 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 with mild steel wire (annealed) not less than 0.9mm dia or securing with clips including U-shaped stirrups with necessary welding required at site complete all as specified and directed by Engr-in-Charge. |
| 32 | M&L for RCC M 30 (using 20mm graded aggregate) (Design Mix) in foundation including raft, footing foundation beam, plinth beam, bases for column etc.basement slab, under remed piles and mass concrete complete all as specified and directed. |
| 33 | M&L for RCC M 30 (using 20mm graded aggregate) (Design Mix) in walls,retaining walls,basement walls,balast wall and the like,any thickness above top of footing,including attached pilasters and butresses complete all as speciifed and directed. |
| 34 | M&L for RCC M30 (using 20mm graded crushed stone aggregate) (Design mix) Slabs supported on walls, beams and columns in floors, roofs, landings, floor, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 35 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pilasters, buttresses, etc.; vertical or to better, fair finishes complete all as specified and directed. |
| 36 | Formwork to soffit of suspended slabs such as roof slab, floor slab, landings, and similar work not exce. 200 mm thick horizontal or sloping complete all as specified and directed. |
| 37 | Form work to curved sides of concrete foundation footing bases of column , raft and raft beams side and sofits of foundation and plinth beams and similar work vertical or to batter rough finished complete all as specified and directed by Engr in charge. |
| 38 | M&L for Mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, welded or forged into spikes, framed guard bars, frames, trass, pole, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work fixed in position including holdfasts or screws confirming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 39 | M&L for galvanized hot rolled iron welded square mesh of size 50x50 and 2-3mm dia fixed welded to MS frame work complete all as specified and directed. |
| 40 | M&L for two coat of super quality weather proof exterior emulsion paint over & including one coat of primer from the same manufacturer on external surfaces including a coat of wall care putty to achieve smooth surface including preparation of new surface complete all as specified and directed by Engr in charge. |
| 41 | M&L for preparation of new Steel surfaces of any description not otherwise described over 10 cms width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer complete all as specified and directed. |
| 42 | S&F 3 mm thick Mild steel chequered Plate for fabrication of gates, framed works complete all as specified and directed. |
| 43 | M&L for Framed work (Fe-410-W Gde-E-250 quality B )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 like latches, handle, hasp and staple etc (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer in charge. |
| 44 | M&L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm/160 mm bore pipes complete all as specified and directed.Note: (a) Srl Item No 01.00, 09.00, 11.00, 12.00, 15.00, 19.00, 21.00 to 24.00, 28.00, 29.00 & 37.00 of BOQ and all bathroom fittings and sanitary items are major items for the subject tender and material in respect of these items shall be procured within one month after placing of work order and produced before Engg in Charge alongwith original purchase vouchers as per direction of Garrison Engineer and shall obtain a certificate from Engg in charge that material in respect of above mentioned items have been submitted in the office of Engg in charge in their safe custody.(b) Materials in respect of Freakishly low declared items if any at the time of acceptance of contract shall be procured within one month after placing of work order and submit the same in the office of Engg in charge alongwith original purchase vouchers in their safe custody and shall obtain a certificate from Engg in charge. Total in Figures 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 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
