Urban Improvement Trust Tender

Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls IS 1597 (Part-I) 1992 in :Cement Mortar 1:6 (1-Cement:6-Sand). 6.2.6

Add extra for Random Rubble stone masonry with hard stone in Square or Rectangular pillars 6.3.2

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 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc 4.10.2.

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.Thermo-mechanically Treated bars (Conforming of relevent IS code) 4.13

Providing 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 4.2

Supplying and fixing stone liri in CM 1:4 work facing with proper projection and chisel dressing of edges of stone two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone not less than 12 Cm., with requisite number headers (minimum length of stone 0.9 M) 7 to 10 cm. thick courses. thick including finsing face joint with white cement moartar and matching pigment.6.72 (ii)

Supplying and fixing Jodhpur machine cut stone Kadau in CM 1:4 with rock facing with proper projection and machine cut edges of stone, two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone not less than 12 Cm., with reqisite humber headers (minimum length of sotne 0.9 M) 6.87 (ii)

Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Deep groove pointing 12.31.3

Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 25 mm thick. 12.2.1

Supply and fixing Jodhpur sand stone Machine cut Dash, Coping,sill,lintel fixed in cement sand mortar 1:4. 9 cm (3.5") thick 6.88 II

Labour charges for providing 8 to 10 cm. Gola with animar dressing as per old M.G.H. pattern on white Ashlar

P & F 1st quality Heavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 300mm x 450mm 7.22.2

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

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 ). 12.42

Construction of tube-well from ground level and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by “bailing” method and without gravel packing as per IS: 2800 (Part - I& II) 1979 specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube-well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.) 150mmdia Nominal bore. 4.1.3

Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.4.5.3

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---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 21.6.1.4

Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water 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. 50 mm OD 6 kg / cm2 E-21.4

S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: 150mm dia B-4.8.3

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. 4.0 Sq.mm 3 core flat / Round E-4.7.3

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) E-21.3.1

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.2 For Three phase Submersible / Mono block pump-- 3.0 HP to 5.0 HP ( Star / Delta starter E 23.13.2.4

Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead upto 30 metres [MoRTH Specification : Clause 301,304].Ordinary Soil 3.9.1

Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand B-1.27 b