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| 1 | Schedule 'A' B/R |
| 2 | Material & Labour for Surface dressing of hard/dense soil not exceeding 15 cm deep, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labour for excavating over areas not exceeding 1.5 Metre depth and getting out soft/loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 4 | ditto-as item No. 2 but depth exceeding 1.5 Metre and not exceeding 3.00 Metre and getting out in soft/disintegrated rock, complete all as specified and directed by Engineer-in-Charge. |
| 5 | ditto-as item No. 2 but depth exceeding 3.0 Metre and not exceeding 4.50 Metre and getting out in soft/disintegrated rock, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material & Labour for Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in foundation, including rafts, basement slabs, foundation beams and the like, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in walls, basement walls any thickness above top of footing; including attached pilasters and buttresses, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in columns, pillars, piers, posts and struts, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material & Labour for CRS TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge. |
| 13 | All as per item No.11 here-in-before but 6mm to 8mm dia CRS TMT bar, complete all as specified and directed by Engineer-in-Charge. |
| 14 | All as per item No. 11 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Use and waste of 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 to get rough finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions of square, rectangular or polygonal shape to get rough finished surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar works including attached pilasters, buttresses etc.; vertical or to batter, to get rough finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 18 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick rough finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Use and waste of formwork to sides and soffits of beam for rough finished flat surfaces of concrete, complete all as specified and directed by Engineer-in-Charge. |
| 20 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm width to get rough finished flat concrete surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 21 | Returning, filling in, including spreading, levelling watering and well ramming in layers not exceeding 25cm using soft / loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 22 | Removing excavated soft rock exceeding 500 Metre but not exceeding 1.50 km and depositing outside MoD land where directed, complete all as specified and directed by Engineer-in-Charge. |
| 23 | Material & Labour for Bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required; hooks(stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; handmade sliding bolts; clamps; holdfasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar articles conforming to Fe 290 Gde E-165, complete all as specified and directed by Engineer-in-Charge. |
| 24 | Material & Labour for Plates (plain or chequered) channels, squares cut or notched (ordinary and counter sunk) forming holes, without any attachment, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material & Labour for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of zinc chrome primer, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material & Labour for rendering 10mm thick on fair faces of brick work or concrete surfaces in Cement Mortar 1:3, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 27 | Material & Labour for rendering 5mm thick on fair faces of brick work or concrete surfaces as in ceiling in Cement Mortar 1:3 finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 28 | Supply only Liquid water proofing compound, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Material & Labour for rendering 10mm thick on fair faces of brick work or concrete external wall surfaces in Cement Mortar 1:4 finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs 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 all as per the manufacturer’s instructions, complete all as specified and directed by Engineer-in-Charge. |
| 31 | Supply & Fixing stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staple, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for Applying evenly a tack coat of hot blown industrial bitumen grade 85/25 at the rate of 1.2 kg per sqm including cleaning the surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for Hard-core of gauge of broken stone boulders, exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Material & Labour for 75mm thick plain cement concrete C-2, 1:3:6 (using 40mm graded crushed stone aggregate) as in plinth protection finished fair and even without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 35 | Surface excavation in hard dense soil n. exc. (not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material & Labour for 100mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate), complete all as specified and directed by Engineer-in-Charge. |
| 37 | Material & Labour for sand cushion under floors or in foundations including watering and consolidation, complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material & Labour for provide machine pressed precast concrete interlocking paver block with grey cement any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Material & Labour for providing, cement concrete in Type B-1 1:2:4 (using 20mm aggregate) end side kerbs or mud stops, rounded or chamfered on edge, complete all as specified and directed by Engineer-in-Charge. |
| 40 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; hard dense soil for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 Metre in depth and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 41 | Material & Labour for Porbandar stone masonry well bonded, bedded and solidly hearted built in Cement Mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 42 | Material & Labour for providing, cement concrete coping type B-0 1:2:4, in roof kerbs or mud stops, rounded or chamfered on edges parapets and railings upto 60 cm in height, coping for drain top of masonry, complete all as specified and directed by Engineer-in-Charge. |
| 43 | Material & Labour for rendering 15mm thick on fair face of brick work or concrete surfaces in Cement Mortar 1:4 finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 44 | Material & Labour for cement concrete Type B-2 1:2:4 (using 40mm aggregate) in surface channels and drains, complete all as specified and directed by Engineer-in-Charge. |
| 45 | Material & Labour for concrete bed 1:4:8 Type D-2 to drain pipes 300mm bore including packing under, and hunching against the sides of pipes after they are laid and tested; complete all as specified and directed by Engineer-in-Charge. |
| 46 | Material & Labour for RCC pipes 300mm class NP-2 laid and jointed complete with collars, complete all as specified and directed by Engineer-in-Charge. |
| 47 | Extra for forming fair finished drain or channel 30 cm inner girth in cementconcrete, using extra cement, including forms, moulds, mitred/stopped ends, complete all as specified and directed by Engineer-in-Charge. |
| 48 | Material & Labour for precast concrete cover slabs Type B-1, 1:2:4 (20mm graded aggregate) for drain covers set in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge. |
| 49 | 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 directed by Engineer-in-Charge. |
| 50 | Schedule 'A' E/M |
| 51 | Supply, installed, testing and commissioning submersible non clog pump motor 7.5 HP set, electric driver 3 phase, 415 V, CI Body, CI impeller of head range 5 to 22 mtr, Pump shaft carbon steel, discharge 360 to 1560 LPM, maximum density < 1050 Kg per meter including installation with lifting chain etc. complete suitable PCC foundation (if required), complete all as specified and directed by Engineer-in-Charge. Make: - Kirloskar /Crompton Greeves or equivalent make mentioned in Appendix ‘B’. |
| 52 | Material & Labour for weather proof flexible three core flat cables copper conductor 4 sqmm insulated with PVC sheathed for submersible pump motor with voltage grade up to 1100 including proper lugs and fittings, complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply and laying MS ERW pipe of size 80mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply and laying pipe ductile iron S/S including gasket joint special, class K-7 of bore 100mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 55 | Supply and fixing CI body sluice valve class PN 1.6 with flanged ends of size 100mm bore having stainless steel spindle, CI gate with brass ring, operating wheel cast iron cape with lock nut and connecting accessories etc., complete all as specified and directed by Engineer-in-Charge. |
| 56 | Supply and Fixing DI Fittings Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. \\"Y\\" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs size upto 100mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 57 | Material & Labour for NRV / Reflux valve cast iron body heavy duty with bypass arrangement suitable for size 100mm dia complete including nuts, bolts, washers, CI flange and gasket etc., complete all as specified and directed by Engineer-in-Charge. |
| 58 | Earthing complete with galvanised steel earth plate electrode 60cm × 60cm × 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less ‘than 1.5 metres below normal ground level, connected to galvanised earth lead galvanised iron strip 25×4mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to Earthing test point all as specified or indicated including testing, complete all as specified and directed by Engineer-in-Charge. |
| 59 | Material & Labour for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 16 Sqmm 4 core, complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material & Labour for LT panel Board cubical KIOSK Outdoor type compact 415 Volts AC 50 Hz, 4 wire +E, fabricated thermoplastic Polycarbonate, of size 1400 x 1285 x 600mm, Floor mounted RAL 7035 finish confirming to IP 54 (EN60 529) complete including Cu bus bar 200 Amps size 25x10mm, 4 strip mounted on porcelain insulated & enclosed in chamber, bottom cable entry mounted on H frame structure including complete suitable PCC foundation (if required) comprising of following: (a) Incoming MCCB 63 Amps, 36 KA, with microprocessor based release having breaking capacity 36 KA.....01 Nos. (b) Digital multi-function meter -01 Nos, LED, RYB indicating lamp-1Set, CT60/5 A, 5VA, CL1- 3 Nos, control fuse with base (2A/32A) - 06 Nos (c) Outgoing MCCB 32Amps 415 V, Four Pole, 18KA....01No.(d) Outgoing MCCB 25 Amps 415 V, Four Pole, 18KA....02Nos (e) 7.5HP S/D Starter- 02 no, 16 Amp MPCB-02 Nos, (6-10) Amp OLR -2 Nos, 25 Amp TP contractor -04 Nos (line & delta), 9 Amp TP Contactor - 02 Nos (Star), single phase preventer -2 Nos, ON/OFF/TRIP indication lamp -2 Nos, Start / Stop PB with block - 2 Nos, Star/ delta timer -2 Nos, Control fuse with base (2A/32A) - 2 Nos, 2 Amp fuse terminal block -6 Nos, 6 sqmm terminal block -12 Nos, 32 Amp DP 10 KA MCB - 02 Nos. (f) Terminal block 10 Sqmm terminal block - 16 Nos |
| 61 | Supply and laying 50 /38mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor, complete all as specified and directed by Engineer-in-Charge. |
| 62 | Material & Labour for cutting existing road/hard standing not exceeding 45x45 cm in wide & depth getting out excavated material for laying cable/GI tube, returning filling & well ramming watering finish surface 10 cm from top using PCC 1:3:6; including removal of surpluses soil, complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
