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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: CWE KARANJA NAME OF WORK : REPAIRS TO VARIOUS PERIMETER BARRIER ENHANCEMENT, STORM WATER PASSAGE, SUB SURFACE CHANNEL, PEDESTRIAN CORRIDOR AND FENCING, GATES AT VARIOUS LOCATIONS OF NAD EXPLOSIVE AND NON EXPLOSIVE AREA UNDER AGE B&R-II AT NAVAL STATION KARANJA. CONTRACT AGREEMENT: CWE KJ(K) - OF 2026-2027 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant 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 # Sl.No. Description of Item of Work Item Code / Make Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT (in Words) |
| 2 | Demolition of stone/brick masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings dressed stone work and pre cast concrete articles complete all as specified and directed. |
| 3 | Material and Labour for walling of random rubble, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed. |
| 4 | -Ditto- all as per item No. 2 hereinbefore but except stone. Note:- stone obtained from item No 1 shall be reused. |
| 5 | Material and Labour brickwork with sub class 'B' bricks , straight or curved on plan exc 6m mean raidus built in cement mortar 1:6 complete all as specified and directed |
| 6 | -ditto all as per srl item No. 4 above but except bricks complete all as specified and directed. |
| 7 | Material and Labour for raised pointing to random or polygonal rubble masonry uncoursed or brought upto course in CM (1:4) complete all as specified and directed. |
| 8 | Demolition of stone/brick masonry, built in cement mortar including all quoins, arches, pillars etc. including ashlar facings dressed stone work and pre cast concrete articles and precast concrete block walling complete all as specified and directed. |
| 9 | Material and Labour for pre-cast cement concrete block masonry with solid blocks in 10cm in width in type C1 (1:3:6) and setting in mortar (1:6) complete all as specified and as directed |
| 10 | -ditto all as per srl item No. 8 above but except blocks or slabs set in cement mortar 1:6 complete all as specified and directed. |
| 11 | Material and Labour for Raking out joints/ pointing random rubble or polygonal rubble uncoursed or brought up to courses and Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:4) |
| 12 | Material and Labour for Providing, cement concrete in Type B1 1:2:4 (20 mm graded aggregate) as in copings, including weathering, slightly rounded or chamfered angles and throating, as directed |
| 13 | Taking down cement plaster on brick walls or stone walls etc including raking out joint, hacking for key, scrubbing down with water etc including removing debries directed for a distance max upto 500m complete all as specified. |
| 14 | Material and Labour for rendering 15 mm thick on fair faces of stone or brick/concrete surfaces cement plaster in CM (1:4) , finished even and smooth without using extra cement, complete all as specfified and directed. |
| 15 | Material & Labour for 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 priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. |
| 16 | Material and Labour rendering 15mm thick on fair faces of brick work or concrete surfaces of walls in cement mortar 1:6 finished even and smooth (with out using extra cement) complete all as specified. |
| 17 | Material and Labour for Preparing surfaces plastered or unplastered on walls and applying two coats of colour wash complete all as specified and directed |
| 18 | Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un re-inforced complete all as specified and directed. . |
| 19 | Material and Labour for cement concrete 1:2:4 type B2 (using 40mm graded stone aggretate) as in surface channel or drain complete all as specified and directed. |
| 20 | Material and Labour for cement concrete 1:4:8 type D2 (using 40mm graded stone aggretate) as in foundations, fillings & Mass concrete complete all as specified and directed. |
| 21 | Material and Labour for Providing, cement concrete in Type B1 1:2:4 (20 mm graded aggregate) as in copings, bed blocks including weathering, slightly rounded or chamfered angles and throating, as directed |
| 22 | Material and Labour PCC 1:2:4 type B2 using (40mm graded aggregate), thick as in flooring./hardstanding |
| 23 | Material and Labour PCC 1:3:6, type C2 (using 40 mm graded agg) 75 mm thick without using extra cement as in plinth protection complete all as specified and directed. |
| 24 | Material and Labour for PCC of type D2, 1:4:8 using (40mm graded stone aggregate) as in sub base to flooring complete all as specified and directed. |
| 25 | Dismantling of stone slabs & tiles of any description or thickness in floor aprons, cills etc laid bedded & pointed in any mortar complete all as specified and directed. |
| 26 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 27 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 28 | Material and Labour for Chequered cement concrete tiles 30cm x 30cm x 25mm thick set jointed and pointed in neat cement slurry in floors with in equal proportions & pigments with red and yellow colour over including 20mm thick screed bed in CM 1:6 complete all as specified and directed |
| 29 | Material and Labour PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around of chequered tile/paver block complete all as specified and directed. |
| 30 | Demolition of reinforced (reinforcement cut as required to facilitate demolition) cement concrete in ground floors and paving not exceeding 15 cm thickness( below or above ground level) all as directed. |
| 31 | Material and Labour for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) set in cement mortar (1:6) work for landings, cover slabs, manholes, chajjas, water troughs, manger shleves and similar articles with plain faces complete all as specified and as directed |
| 32 | Material and Labour mild steel TMT bars 6 to 8mm dia and over cut to length bent shape as 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 quality conforming to Fe-410-S complete all as specified and as directed |
| 33 | Material and Labour for Formwork to flat rough finished surface of concrete chullah hoods, chajjas, troughs and similar items including edges all as specified and directed by Engr-in-Charge. |
| 34 | Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified and directed. |
| 35 | Framed work such as grills, gratings, sun shed etc with ends of bars shouldered and/or riveted or welded, or forged into spikes, framed guard bars, fencing angle incl cutting top to shape as direced, barred iron doors, ladders, farmed balastures, walk ways, railings, frame work of water tanks and similar work conforming to Fe-290-0 or E-165 complete all as specified and directed.Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge. |
| 36 | Supply and Fix extra only over Item 34 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. complete all as specified and directed. |
| 37 | Supply and Fix mild steel works as in doors, gates in ornamental of angle or other sectons with gusset plates, rails, braces etc complete drilled, welded etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastening and fixing confirming to Fe-410 (Gde E-250 Quality-A) all as specified and directed. |
| 38 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement |
| 39 | Taking down and refixing for mild steel gate & wecket gate area n exc 10 Sqm each at any size including welding/cutting and fixing in RCC Column complete all as specified and as directed by Enge-In- Charge. |
| 40 | Material and Labour for Preparation of new steel surface of any description not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer all as specified and directed by Engineer-in-Charge. |
| 41 | Material and Labour for Preparation of old painted steel surface of any description not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 42 | Supply and Fix in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge |
| 43 | Restriaining resecurig including making good staples or tighting of cross wire galvanised barbed wire in any dia of wire or any spacing all as specified and directed by Engr-in-Charge. |
| 44 | Taking down existing angle iron from wall embadded in PCC and refixing in the same opening/position complete all as specified and as directed by Engr-in-Charge. |
| 45 | Providing and fixing in repair concertina coil fencing with punched tape concertina coil 600 mm dia having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 1.5m to 3.00 m apart and stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, |
| 46 | Taking down and refixing of concertina coil in same position after replacing the damage fencing post complete all as specified and directed by Engineer–in-Charge |
| 47 | Supply and Fix mild steel security chain link fencing 50 mm x 50 mm with PVC coated mesh made out of 3mm dia MS wire and 1.00mm thick PVC coating throughout fixed to RCC post including binding wire complete and incl taking down of existing chain link fencing all as specfied and directed. |
| 48 | Supply and Fix mild steel screw bolts 10mm dia with hexagonal or square heads at one end and screwed at other ends dia of shank 5 to 10 mm and length of bolt exc. 5cm but n.exc 10cm complete all as specified and directed. |
| 49 | Supply and Fix mild steel round bars 10mm dia and over, in horizontal support for chain link straining of fencing including cut to length, bent to shape required including cranking, bending spirally for hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-W (Gde E-250) complete all as specified and directed. |
| 50 | Material and Labour 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 wherever required complete and as directed. |
| 51 | Supply and Fix repair of fibre glass reinforced plastic cover slabs 600x500x40mm made from a composite material of polyster resin and glass fibres with load carrying capacity of 2.5 Tonnes. Cover slab shall be embossed MES on upper side complete all as specified and directed by Engr-in Charge . Make :- Bharat FRP Pune /Nexgen. |
| 52 | Supply and Fix repair fibre glass reinforced plastic cover slabs 1200x600x40mm made from a composite material of polyster resin and glass fibres with load carrying capacity of 2.5 Tonnes. Cover slab shall be embossed MES on upper side complete all as specified and directed by Engr-in Charge . Make :- Bharat FRP Pune /Nexgen. |
| 53 | Supply and Fix Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410-W (Gde-E 250) quality-A fixed complete all as specified and directed. |
| 54 | Dismantling of cast iron or reinforced concrete drain pipes , jointed in cement mortar and taking out of trenches, if required of folloiwn sizes :- (a) 300mm dia |
| 55 | (b) 200mm dia |
| 56 | Material and Labour for Reinforced concrete pipes 300mm dia , class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 57 | Material and Labour for Reinforced concrete pipes 200mm dia , class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 58 | Material and Labour PCC 1:4:8 type D2 (using 40mm graded crused stone aggregate) as in bed to drain pipes including packing under and hauching against the sides of pipe 300 mm dia after they are laid and tested complete all as specified and directed. |
| 59 | Material and Labour PCC 1:4:8 type D2 (using 40mm graded crused stone aggregate) as in bed to drain pipes including packing under and hauching against the sides of pipe 200 mm dia after they are laid and tested complete all as specified and directed. Total in Figures 0.0 23 INR Zero Only 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 |
