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| 1 | PART-A (Bldg.) |
| 2 | (B-44/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter All kinds of soils. |
| 3 | (B-54/3.1.6)Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 4 | B-4/4.1 : Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 5 | 4.2Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 6 | 4.9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 7 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course. (4.10.1) |
| 8 | 4.13.2Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Hot rolled deformed bars (IS : 1139). |
| 9 | B-6/6.1.6 : Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 10 | B-5/5.2.2 : Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 11 | B-5/5.3.2 : Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey upto 45 cm length and two corners are free. |
| 12 | B-3/3.8 : Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 13 | B-12/12.3.2 : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 14 | B-12/12.3.3 : 12 mm thick. |
| 15 | B-12/12.42: Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 16 | S-3/3.16.3: P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. : 110 mm dia |
| 17 | 9.8Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 18 | 9.8.1(A) Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 19 | B-9/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete |
| 20 | B-12/12.46: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : B-12/12.46.1: Two or more coats on new work |
| 21 | P-2.3.2Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. nominal bore 200 mm dia. |
| 22 | P-2.3.1 nominal bore 150 mm dia. |
| 23 | (P-2.3.4)Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 24 | (P-2.3.5)Add 30% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 25 | (P-2.11.2))Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 26 | (P-2.12.3)Labour charg for making slots on blank pipes made of ERW M.S. black casing pipe ISI marked of following sizes, the sloting should be as per IS : 8100/1985:200 mm dia nominal bore of 5.4 mm thickness |
| 27 | (E-21.2.2.1)Supply & fixing of PVC threaded casing pipes for Tube well (IS 12818:1992) of 3mtr. Each for depth up to 1200 ft. Plain and strainer Casing CS for Depth upto 400ft. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . more than 400 ft to 1200 ft. Depth 40mm dia |
| 28 | (P-2.19.2)Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 6.0 Sq.mm |
| 29 | Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 16mm (suitable above 50mm & up to 75mm OD pipe) (E-21.3.2) |
| 30 | E-21.6.1 : SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with electrical BSR 2022 . 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.: (E-21.6.1.4) 3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound |
| 31 | (P-2.23.3)Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200mm dia |
| 32 | (P-2.22)Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 33 | E-21.13.1.2:SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .(a) For single phase Submersible / Monoblock pump : 2.0 HP to 3.0 HP (DOL starter) |
| 34 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(a)Gun-metal 15mm nominal bore.(S-24/2.15.1) |
| 35 | (a)Gun-metal 25mm nominal bore.(S-24/2.15.3) |
| 36 | (S-240/2.39.2) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).(A) 20 mm nominal size |
| 37 | (S-240/2.39.3)(B) 25 mm nominal size |
| 38 | PART- B (Item Rate Basis) |
| 39 | Earth work in filling of Excavated earth except black cotton soil with watering and compaction of spreaded earth in 15-30 cm layers leveled and neatly dressed as per requirement of site and direction of engineer in charge, work includes cost of earth with taxes, loading , unloading, transporation labour, water and T&P etc. complete with all lead and lift |
| 40 | Supply, stacking & spreading & hand ramming of quarry rubbish in layer not exceeding 15 cm including all lead and lift transportation, loading, unloading with watering and hand ranning with labour, T&P, machinary water etc. complete in all respect finishing in line, level & camber as per directon of Engineer incharge. |
| 41 | Providing and designing RCC Retaining Wall at site as per actual site requirements.The contractor shall carry out complete structural design of RCC retaining wall including determination of wall section, foundation dimensions, stability analysis (sliding, overturning, bearing pressure), and preparation of detailed structural drawings.The contractor shall submit:1. Detailed sectional drawings2. Reinforcement detailing drawings3. Bar Bending Schedule (BBS)4. Stability calculations5. Design basis report considering soil parameters, surcharge load, backfilling condition and site constraintsAll design documents shall be duly signed by a qualified Structural Engineer and submitted to Engineer-in-Charge for approval before commencement of RCC work.After approval, the contractor shall execute the work including excavation, PCC, RCC in foundation and stem, reinforcement, centering & shuttering, curing, weep holes, drainage arrangement, backfilling with compaction and all incidental works complete in all respects as per approved design and directions of Engineer-in-Charge.The structural safety, adequacy and stability of the design shall be the sole responsibility of the contractor. Any modification required due to inadequate design shall be carried out by the contractor at his own cost.The rate shall include cost of design, drawings, materials, labour, T&P (if required), all leads & lifts. Please Enable Macros to View BoQ information |
