Construction of rainwater harvesting, grading and gravelling and other civil works at 132 KV GSS Sanwasa (Dausa)

B-1.8 Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5m in width or 10Sqm on plan incl. dressing of sides and ramming of bottom lift upto 1.5m incl. taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils

B-3.1.6 P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

B-6.1.6 Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls.

B-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

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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).. (B-3.1.2)

B-4.9 Centering 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.

(B-4.13.3) Providing 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). Thermo-mechanically Treated bars (Conforming of relevent IS code)

(B-3.8) P&F precast CC coping 1:2:4 mix 50mm thick complete as per specification

(B-9.2)Structural steel work reveted , bolted or welded in builtup section trusses and frame work including cutting, hoisting (height upto 10m), fixing in position and applying a priming coat of approved steel primer all complete

(B-12.3.2) Plaster on new surface on walls in Cement Sand Mortar 1:6 incl. Racking of joint etc. complete fine finished 20mm thick

Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision. New Work (B-12.43.1).

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (B-12.46.1).

(B-11.3.1)Cement concrete flooring 1:2:4 (1cement:2 course sand:4 stone aggregate finished with flouting coat of neat cement slurry ,making of lines or grooves etc. complete but excluding the cost nosing of steps etc. complete.40 mm thick with 20 mm thick nominal size aggregate.

(B-9.38.3) Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3 mm including top cross laps inside and outsides welding, iron bolts,crews,clipsetc.complete(excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm

(S-3.16.3) P&F rigid PVC pipe (IS 4985 mark) class IInd /4 Kg P.SqCM ) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant 110mm dia

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004. (R-24/6.3(ii)b)

Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20mm thick base of cement mortar1:6 including jointing earthwork, pointing & jointing with cement mortar 1:4 of size (20 x 25) x 30 cm/2. (R-16.35.5)

(B-9.12.1)Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames) Using M.S. angles 40 x 40 x 6mm for diagonal braces.

(B-5.8.3) Half brick masonry Superstructure above plinth up to floor V level using bricks of designation 75 in CM 1:6 (1cement:6 sand)

(S-4.6.2)Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore.

(S-4.3.3)Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm Nominal bore.

(S-2.2.3)P & F G.I. Pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. 25 mm dia B Class

(S-2.2.1)P & F G.I. Pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. 15 mm dia B Class

(S-2.2.6) P&F G.I. Pipe (External work) with G.I. fitting (IS :1239 mark) including trenching & refilling earth etc. 50 mm dia nominal bore B Class

S-3.19.1+3.19.2 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth upto 1.0mtr ( Rain Water) (1)

(S-2.15.1) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 15 mm nominal bore

(S-2.15.3) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 25 mm nominal bore

(S-2.15.6) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun metal 50 mm nominal bore

(S-2.16.6)P & F Gun-metal Non-return valve or check valve (IS:Make) of approved make, superior quality : 50mm nominal bore. Horizontal

(S-3.8.6)P&L Jointing RCC class NP-2 non pressure pipes IS 458 mark of approved make with collars jointed with CM 1:2 or having spigot and socket ends with flexible rubber ring joint including testing of joints etc., complete 450 mm dia internal.

(G-304+G-4.1.13) Supply and stacking RIVER SAND aggregate/ballast free from kutch stones, organic matter and vegetation including loading ,unloading& transportation with in a lead of 20 km complete in all respect as per dirction of engineer incharge

(G-295+G-4.2.13) Supply and stacking 20 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 20 km complete in all respect as per dirction of engineer incharge

(G-293+G-4.2.13) Supply and stacking 40 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 20 km complete in all respect as per dirction of engineer incharge

(G-291+G-4.2.14) Supply and stacking 63 mm single size aggregate/ballast free from kutch stones, organic matter and vegetationncluding loading ,unloading& transportation with in a lead of 20 km complete in all respect as per dirction of engineer incharge

(H-3.1.1) Laying of lawn including ploughing leveling breaking of clods manuring & removing of stone et. (cost of manure or extra good earth to be paid seperately) maintenance of lawns for 30 days or more till the grass forns a thick lawan free from weeds & fit for moving in the duration of planning if lawn die some where the contrctor will replant it at his own cost (in rows 15 cm apart in either direction)

H-1.3 Supply & Stacking good earth at site complete including loading unloading & Transportation etc.

H-1.1.2 Supply of dry manure including loading unloading transportation and stacking at site. Compost

H-1.2.1 Supply of chemical fertilizers at store in bags weighting not less than 50 Kg each including loading & transportation etc Urea

H-1.4.5 Supply of insecticides & pesticides at store in dust / liquid from complete. Cholorophyriphos 20 Ec 2%

(H-1.8.2) Supply of defferent sized lawn mower including transporation etc as store complete 350mm size Hand Lawn Mower

(H-1.12.2) Supply of different varieties of Bougainvillea in poly bags/ earthen pots according to height, groth & age of the plant at site including loading, unloading & transportation etc. complete (Different varieties of Bougainvillea 600mm to 900mm)

(H-1.13.2) Supply of different varieties of rose plants in polyetlene bags/ earthen pots according to height, groth & age of the plant at site including loading, unloading & transportation etc. complete (Different varieties of grafted rose plant)

(H-1.11.1) Supply of different varities of tree/ shrubs / climbers according to height and age of the plant at site including loading/ unloading & Transportation etc complete. Different flowing plants 900mm to 1500mm

(H-3.3) Planting of trees / shrubs / hedge & climbers plants at desired distance in a row & watering

(H-4.1(b)) Digging of pit size 60x60x60 cms including removal of stones, manuring applicable of insecticides & watering atleast 15 ltr per plant after planting

(H-4.2) Maintenance of plants by the contractor including of pits / bids watering preparation of thavala hoeing weeding etc & application of insecticides etc & security if the plant die during maintenance contractor has to replace same height plant at his own cost

(H-1.10.3) Supply of PVC hose pipe of differnet size at store including transportation etc complet 25mm dia

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PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

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 this BSR. 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.3.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM Copper Wound (E-21.6.1.4)

P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR. 6.0 Sq.mm 3 core flat / Round (E-4.7.4)

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR. 6.0 Sq. mm 4.00 core (E-11.1.2.3)

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NUMBER #

Labour charge for spreading of available 20-63 mm nominal size hand /Crusher broken stone aggregate in uniform layer of 100 mm thickness in yard of any substation (charged/unchared GSS )With manual/ mechanical means, as permitted by the Engineer in charge , with due care , as per safety norms of substations, complete in all respect with all lead and lift.. (payment shall be done as per stack measurement ,after deduction of voids, as per norms).

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