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| 1 | Excavation over areas not exc 1.5 mtr in depth and getting out in hard and dense soil complete all as specified and directed. |
| 2 | Excavation over areasexc 1.5 mtr but not exc 3.0 mtr in depth and getting out in hard and dense soil complete all as specified and directed. |
| 3 | Excavation over areasexc 3.0 mtr but not exc 4.5 mtr in depth and getting out in hard and dense soil complete all as specified and directed. |
| 4 | M&L for red brick bats of size 80 to 100 mm and filling dry, handpackedd tightly below GL complete all as specified and directed. |
| 5 | M&L for Boulder filling dry, handpacked tightly with 40 to 80 mm bouldeers size complete all as specified and directed. |
| 6 | M&L for PEA grablefilling dry, handpacked tightly complete all as specified and directed. |
| 7 | M&L for reinforced cement concrete (nominal mix) Type A1 of1:1 1/2:3 (20mm 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 concret and the like complete all as specified and directed. |
| 8 | M&L for reinforced cement concrete (nominal mix)Type A1 of1:1 1/2:3 (20mm graded crushed stone aggregate)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. |
| 9 | Use & 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 rough finished surfaces complete all as specified and directed. |
| 10 | Use & Waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished surfaces complete all as specified and directed by Engr in charge. |
| 11 | M&L forbrick work withsub class\"B\" bricks , usingold sizebricks, straight or curvedon plan exc/not exc 6 m meanradius built in cement mortar1:6 complete all as specified and directed. |
| 12 | M&L for rendering 10 mm thick ready mix plaster fair faces of brick work or concrete surfaces to be finished even and smooth using extra cement mixed with integral water proofing compound incl WPC @ 200ml per 50 kg of cement or in the manner specified by the manufacturer and in the proportions indicated complete all as specified and directed. |
| 13 | S&F PVC (SWR) pipes single socketed, 110 mm bore in any length with rubber ring joints, fixed to walls/floors complete all as specified and directed by Engr in charge. |
| 14 | S&F PVC (SWR) pipes single socketed, 150 mm bore in any length with rubber ring joints, fixed to walls/floors complete all as specified and directed by Engr in charge. |
| 15 | M&L 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. |
| 16 | M&L for Trail borewell of 200mm dia upto 200 mtr deep below the ground level in any kind of soil/strata incl hard stone/boulkders incl electronic logging MS cap, MS fit iron clamp, reducing socket etc complete all as specefied and directed |
| 17 | Development ofbore upto 300mm for 200 mtr from ground level in any type of soil/strata incl hard sone and boulders etc for accomodating UPVC casing pipe (regular pipe or slotted pipe as per requirement) of 200mm internal dia UPVC casing pipe confoming to IS-4985-2000 in 6 m length (conneccted with socket for all 6mtr length pipe each other) of pressure rating 10 kgs/sqcm with all necessary fittings including jointing mateials all as specefied and directed Make :Finolex/Reliance/Kmplast and filling the gaps with pea gravells all as directed by Engr in Charge including disposal of surplus soil to a distance n.exc 50mtr complete all as specified and directed.Note : Include the flowing (i) The depth of drilling bore shall be upto water table and will be directed by Engr in Charge(ii) The rates quoted in abvoe items is deemed to be inclusinve of all T&P equipments and labour required for execution of this items at site including tanspotation charge for the said T&P equipments and no extra cost shall be paid for the same.(iii) Cost of pea gravells should be in clueded in the quoted rates\"(iv) cost of UPVC pipe of 200 mm internal dia should be included in the quoted rate(v) Strainer UPVc pipe/ tiny holesUPVc pipe shall be provided as required as per direction of engr in charge at the same cost of UPVC pipe |
| 18 | S&F of Inverted earthen pot with holes complete all as specified and directed by Engr in charge. |
| 19 | Returning filling tn, including spreading, levelling, watering and wellramming in layer not exc 25 cm in each layer complete all as specified and directed by Engr in charge. |
| 20 | 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. |
| 21 | M&L for Mild steel TMT bars 10 mm dia and over, cut to lengthbeny to shape required, including cranking, bending spirally for hoping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engr in charge. |
| 22 | S&F TMT bars 5 mm dia and over 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, hookingends and binding with mild steelwire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed. |
| 23 | Excavation in trenches, not exc. 1.5 m in depth, in soft/loose soil for foundation, laying pipes, drains or manholes etc, nexc 10 Sqm on plan and n.exc 1.5 m in depth and getting out including trimming sides and forming bottom surfaces to required level/slope etc (soft and disintegrted rock) complete all as specified and directed. |
| 24 | M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 25 | 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. |
| 26 | M&L for extra forming fair finished drain on channel 30 m inner girth in cemenjt concrete using extra cement including forms, moulds mitered/ stopped ends etc complete all as specified and directed. |
| 27 | Add or deduct for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed. Note : For adjustment of rate only against item No 26.00 here-in-before |
| 28 | M&L PCC 1:2:4 type B-1 (using20 mm graded crushed stone aggregate) as incoping including weathering, slightly rounded or chamfered angles and throating, as directed and necessary form work complete all as specified and directed. |
| 29 | M&L for precast RCC Slab in 1:1.5:3 type A1 (Using 20 mm graded stone agg) set in cement mortar (1:4) complete all as specified and directed. |
| 30 | S&F 2mm thick Fiber-Reinforced Polymer (FRP) Semi Cylindrical/Half Round of dia 200 to 250mm Rainwater Velley Gutter including Gutter bends, Gutter Joint sealing tapes, drain pipe/PVC pipe joint clit and clamp, Down Spouts, End Caps etc shall be provided as per direction by engr in charge and the gutter shall be fixed to existing roof with 25x6mm MS support aplying two coats of synthetic enamel paint over a coat of red oxide prime and fixed @ 2 to 2.5mt C/C complete all as specified and directed. |
| 31 | Demolition of cement concrete (unreinforced)of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 32 | M&L for trenchless excavation my mechanical process without disturbing road/top surface for taking out any type of soil/rock of any sizes to laying 150mm to 300mm bore sewage pipe upto depth of 1.5 mtr complete all as specified and directed.Note : (a) Cost of transportation of trenching machine included in this rate (b)Cost of returning & refilling and removal of extra soil deemed to be included in this rate and nothing extra paid on this account. |
| 33 | S&F 5-6 mm thick ACP plain sheet in verious colour for exterior use including aluminium frame workwith clits, screw with with MS frame 40x25x1.8mm thick @ 900x900mm incl aplying two coats of synthetic enamel paint over a coat of red oxide prime with preparation of new MS frame complete all as specified and directed. |
| 34 | S&F CNC Cut design as approved by GE at 18 mm thick WPC sheet, factory made, masure free, water proof, external uses fixed to WPC frame work at vertival and ceiling as required as site with stainless Steel screw full body threaded/butt hinges of required size over suitable multi coat ofhigh-water resistance and is very durable, glosy deco paint complete all as specified and directed by Engineer -In-Charge.Note : Frame work shall be measured and paid separately |
| 35 | S&F Factory Made single extruded WPC (Wood Polymer Composite) Solid door/window/Ceosetory windows & other frames/ chowkhat of size 45 x 70 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers( wood powder/ rice husk/ wheat husk) and nontoxic additives ( max toxicity index of 12 for 100 gms) fabricated with meter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face & 1100 N Edge), min compressive strength of 58N/sqmm and resistance to flame of class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed with MS Holdfast/ lugs/SS dash fasteners of required dia and length complete all as specified and directed by Engr incharge. Note: -For WPC solid door/windows frames, minus 5mm tolerance in dimension i.e., depth and width of profile dimension on plus side shall be acceptable but no extra payment on this account shall be made. |
| 36 | M&L for 16-18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, floor, vertical surface and over 15mm thick plater in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed. Note: (a) Srl Item No 04.00, 07.00, 08.00, 11.00, 12.00, 16.00, 17.00, 21.00, 24.00, 30.00, 33.00, 35.00 & 36.00 of BOQ 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. |
