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| 1 | Water pond |
| 2 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of usefulmaterial if available : Ordinary Rock |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : M-10 grade Nominal Mix (1:3:6 ) ( with graded stone aggregate 20mm nomial size ) |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : M-15 grade Nominal Mix ( with graded stone aggregate 20mm nomial size ) |
| 5 | Random rubble dry stone Kharanja under floor. |
| 6 | Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) : Raised and cut pointing |
| 7 | Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc complete fine finish : 20 mm thick |
| 8 | Finishing with neat cement ( punning ) |
| 9 | Water pond |
| 10 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of usefulmaterial if available : Ordinary Rock |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : M-10 grade Nominal Mix (1:3:6 ) ( with graded stone aggregate 20mm nomial size ) |
| 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : M-15 grade Nominal Mix ( with graded stone aggregate 20mm nomial size ) |
| 13 | Random rubble dry stone Kharanja under floor. |
| 14 | Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) : Raised and cut pointing |
| 15 | Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc complete fine finish : 20 mm thick |
| 16 | Finishing with neat cement ( punning ) |
| 17 | Digging of Well |
| 18 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil. From 0 m to 2.5 m BGL |
| 19 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available. Ordinary rock From 2.50 m to 5 m BGL |
| 20 | Hard rock (requiring blasting) useful material 30 % From 5m to 6 m BGL |
| 21 | Hard rock (requiring blasting) useful material 30 % From 6m to 20 m BGL |
| 22 | Recovery of Hard rock useful material 30% |
| 23 | Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof. All kinds of soil. From 0 m to 1.5 m BGL |
| 24 | Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof. All kinds of soil. From 1.50 m to 2.5 m BGL |
| 25 | In ordinary rock and hard rock |
| 26 | From 2.5 m to 3.00 m BGL |
| 27 | From 3.0 m to 4.50 m BGL |
| 28 | From 4.50 m to 6.00 m BGL |
| 29 | From 6.00 m to 7.50 m BGL |
| 30 | From 7.50 m to 9.0 m BGL |
| 31 | From 9.00 m to 10.50 m BGL |
| 32 | From 10.50 m to 12.00 m BGL |
| 33 | From 12.00 m to13.50 m BGL |
| 34 | From 13.50 m to 15.00 m BGL |
| 35 | From 15.00 m to 16.50 m BGL |
| 36 | From 16.50 m to 18.00 m BGL |
| 37 | From 18.00 m to 19.50 m BGL |
| 38 | From 19.50 m to 20.00 m BGL |
| 39 | Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates) |
| 40 | From 6.00 m to 7.50 m BWL |
| 41 | From 7.50 m to 9.0 m BWL |
| 42 | From 9.00 m to 10.50 m BWL |
| 43 | From 10.50 m to 12.00 m BWL |
| 44 | From 12.00 m to13.50 m BWL |
| 45 | From 13.50 m to 15.00 m BWL |
| 46 | From 15.00 m to 16.50 m BWL |
| 47 | From 16.50 m to 18.00 m BWL |
| 48 | From 18.00 m to 19.50 m BWL |
| 49 | From 19.50 m to 20.00 m BWL |
| 50 | Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with steel props and removal of form work up to floor Five level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 51 | Add extra for shuttering in circular work (in respective centering and shuttering items)Sqm 20% |
| 52 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor five level Thermo mechanically treated bars (conforming to relevant IS:1786.) |
| 53 | Providing and layiny in position specified grade of cement concrete for RCC Structure 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 excluding the cost of centering shuttering and reinforcement for : Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc. M20 grade nominal mix . |
| 54 | Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height In flates, tees, angles & Channals |
| 55 | Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height In R.S. Joists |
| 56 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: Cement Mortar 1:4 ( 1 cement : 4 Sand ) |
| 57 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls in : Cement mortar 1:4 ( 1 Cement : 4 Sand ) |
| 58 | Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: 20 mm thick |
| 59 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding New Work ( Three or more coats) |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :12.46.1 Two or more coats on new work |
| 61 | Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. |
| 62 | Site clearance including cutting of grasses , Shrubs and bushes for bunding , key lines , vegetative fencing and other such works. |
| 63 | A. For embankment in hard soil mixed with boulders up to 20% |
| 64 | B. For cutlet in hard soil mixed with kankar noodles |
| 65 | Add extra for breaking of clods having size 10cm above and manual compaction Item No. 2 |
| 66 | Construction of Tube & Solar panels |
| 67 | Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. Nominal bore 150 mm dia. |
| 68 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 69 | Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document. |
| 70 | Supply, installation, testing and commissioning of DC submersible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. 2.2 KW (3.0 HP) |
| 71 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect. 40 mm dia |
| 72 | 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 4.0 Sq.mm |
| 73 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect.Rate is exclusive of GST. |
| 74 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 40mm nominal bore. |
| 75 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soilRate is exclusive of GST. Please Enable Macros to View BoQ information |
