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| 1 | WORKS |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 3 | Carriage of material transport including unloading and stacking :: Earth Lead upto 1KM |
| 4 | Providing and laying in positioncement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 Cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 5 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc.complete as per specifications. |
| 6 | Providing and laying cast-in-situ cement concrete M-20 grade kerbstone channel top and bottom width 115 and 165 mm respectively,250mm high laid with kerb laying machine, on 150 mm thick PCC M-10 grade foundation (laid manually) as per design, including fixing atsite as per clause 408 of MoRT&H Specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. Using Concrete Mixer |
| 7 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to eetrequirement of table 300-2 including cost of ompensation for earth taken from private land complete as perMoRT&H specification clause 305. (Lead taken upto 5 km) |
| 8 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. /mixing of synthetic fibers compulsorily complying with IS16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. |
| 10 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand) |
| 11 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. |
| 12 | Grassing with \"Doobs\" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 15 cm apart in either direction |
| 13 | Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc. |
| 14 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 15 | Spreading of sludge farm yard manure or/ and good earth inrequired thickness (cost of sludge, farm- yard manure or/and goodearth to be paid for separately). |
| 16 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 17 | Maintenance of Hedge for one year |
| 18 | Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 19 | Ficus panda |
| 20 | Tabernaemontana variegated ( Chandni) |
| 21 | Supply and planting following in poly bags / earthen pots wellbranched, well established & free from disease of 600 mm min.height shurbs at site in 0.45 m dia holes, 0.45 m deep dug in theground, mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. Phonenix sylvertris ( Date Palm) |
| 22 | Supply and planting following species best quality container grownhealthy trees of 2 mt. min. height, well established & free fromdisease at site in 0.90 m dia holes, 1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, backfillingthe hole watering etc as required. |
| 23 | Plumeria alba ( Champa) |
| 24 | Gulmohar(Delonix regia) |
| 25 | Construction of Tube-well upto 100 Meter depth and above in alltype of rocks by DTH system and over burden to accommodatecasing pipe of following sizes in all types of soils and over burdenincluding lowering of casing pipes but excluding cost of casing pipesas per IS : 2800 (Part I & II) 1979 specifications. The work would becompleted after obtaining sand free water. The tube well shouldhave a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore |
| 26 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work.200mm dia. |
| 27 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well |
| 28 | S&F tube well cover of M.S. sheet (6mm thick) with nuts and blots complete for casing size 200 mm dia |
| 29 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 forwater supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. 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 .for vertical installation40 mm OD 6 kg / cm2 |
| 30 | 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 . 12mm (suitable up to 50 mm OD pipe) |
| 31 | S&F M.S. clamp, set of 50x6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 32 | SITC of Radial / mixed flow ISI marked water and anti-corrosiveliquid filled submersible motor pump sets suitable for 100/150mmdia borewell. The size of adopter fixed on top of the motor shouldexceed the top of coupler , for safegaurd the coupler. Theconstruction material of motor and pump should match IS: 8034 :2018 and IS: 9283 guideline. The radial flow pumpset shouldoperate at 5 star energy efficiency level of BEE and mixed flowpump set should operate at 3 star energy level of BEE,accompained by valid BEE certificate. Motor should be IE2 class asper IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011with required accessories including making connection suitable forBore well. The job includes labour part of lowering of riser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fittingand accessories, jointing of electrical cables up to Starter. All labourfor testing of submersible pumps set and supply of water to watermains, complete in all respect. OEM shall have submit NABL / CPRI/ ERDA accrediated lab type test certificate before execution. Allas per pre approved by Engineer in-charge. For additional technicalparameters of products/ work , refer Annexure \"A\" attached withthis BSR . 100 mm diameter Submersible pump shall have following HPRating, phase, Head range, Discharge range respectively. 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM |
| 33 | 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 BSR4.0 Sq.mm 3 core flat / Round |
| 34 | SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panelwith switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosurecomprising of over load protection relay, short circuit & singlephasing protection, Illuminated ON / OFF push buttons, ammeter,voltmeter, indicating lamps etc. suitable for following rating motorscomplete in all respect. All as per pre approved by Engineer incharge. For additional technical parameters of products/ work ,refer Annexure \"A\" attached with this BSRFor single phase Submersible / Monoblock pump 2.0 HP to 3.0 HP (DOL starter) |
