Water harvesting System, ferro cover, boring, fire wall and misc. civil works at 33 KV S/S Chambal, Jaipur.

PART-A (Bldg.)

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 sqm 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

3.1.6 & 3.1.2 Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.: (A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size).

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

6.1.6/B-6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:l in Cement sand Mortar 1:6 (1- Cement: 6- Sand).

5.2.2/B-5 Brick masonry with F.P.S. bricks of class designation 75 in Super structure above plinth level upto floor 5th level in all shapes and sizes in cement mortar 1:6 (1- cement: 6- coarse sand).

12.3.2/B-12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (A) 20mm thick

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

4.10.1 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 : (A) Walls (any thickness) including attached pilasters, buttresses plinth and string course.

4.13.2 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) Hot rolled deformed bars (IS : 1139).

7.5.6(iii) Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Rajasthan Black Above 3601 Cm2 Slabs

9.2/B-9 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:

17.3.1.4 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / Sqaure SMD Mid Power LED Downlight with power coated die-cast aluminum housing with UV Stabilized non yellowish Diffuser with BIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80, life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. Recessed Mounting Minimum lumen output 1600 lm

10.16 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge

3.16.3 /S-3 P & F rigid PVC pipe ( IS: 4985 make) class II/(4 Kg./Cm2). Approved quality /make including jointing the pipe with solvent cement rubber ring and lubricant. (B) 110mm dia. (3.16.3)

2.2.3 /S-2 P & F G.I. pipe (External work) with G.I. Fittings excluding union (IS: 1239 Mark) including trenching & refilling earth etc (B) 25mm dia nominal bore 'B' class (2.2.3)

2.38.1&2.38.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) (B) 25mm nominal outer dia pipes

16.47.3/R P & F of Reinforced ferro cement Drain cover designed for ''AA'' loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150mm anticorrosive bitumen painted M.S. Plate Rim and on MS lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain opening size 701 to 1200 mm standard drain cover size 1500mm x 600mm x 125 mm

16.48.1/R S & F of Reinforced ferro cement Drain cover (light duty) designed for side drain for class ''B'' road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti-corrosive bitumen painted M.S. Plate Rim and on MS lifting hooks admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect for drain opening size 300 to 450 mm standard drain cover size 600mm x 1200 mm x 50 mm

2.3.1/PHED Construction of tube well after completion of drilling by rotary /percussion method & upto 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 upto 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.: 150mm dia nominal bore

(2.2.1)/PHED Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 200 mm dia.

2.24.1/PHED Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 32 mm dia.

2.22/PHED 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.

2.23.3/PHED S&F tube well cover of MS sheet 8mm thick at top & 5 mm thick 100mm wide shorted 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 center of MS sheet. A 25mm 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

2.19.2/PHED 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

2.11.2/PHED 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)

2.12.3/PHED Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 200 mm dia nominal bore of 5.4mm thickness.

21.6.1.4 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

4.25.1 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm

4.28.1 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm

Size 3 to 5 mm (4.28.2)

4.29 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.

6.2.6/B-6 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).

6.3.4/B-6 Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness.

12.31.2/B-12 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing.

3.8/B-3 Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification :

9.8/B-9 Providing 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

9.8.1/B-9 Extra if square,rectangular hollow tubelar sections are used or grill made by flats only

12.22.1/B-12 Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats)

12.42/B-12 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 ).

12.46.1/B-12 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

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PART- B (Item Rate Basis)

P&L Cheqquered plate cover 8mm thick on cable trenches constructed in C/R including cutting fabricating of plates complete by necessary lifting arrangements with 'U' shape hooks of 15cm long (8mm sqm bars) by welding 2 Nos 25 x 3 mm) including priming coat of approved steel primer complete as per direction of Engineer in charges.

Repair of existing B /wall gate (inc. vicket gate if required) by providing necessary hinges/sleev, flat, pins, certain missed member of pipe, welding, transportation etc., complete for all lead & lift as per direction of Engineer In charge. Item including removing of gate frieght charges with rent of welding machine upto site and back.

Disposal of Rubbish unwanted material dismantelled material away from site at appropriate place including all lead and lift, loading unloading, transportation, labour etc as per direction of Engineer in charges.

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