Empanelment of agency for installation and commissioning of Roof top Rain water Harvesting systems through existing and new borewells in MC Panipat under Panipat Town integrated water management mission.

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, includ-ing disposal of all surplus soil, as directed within a lead of 30 metres. a) E/work in underground structure, sullage and drains etc. HSR(6.6)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in founda-tion and plinth. HSR (10.28)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. HSR(10.41)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth. HSR (11.3)

12 mm thick cement sand plaster 1:4 with Cement rendering on plaster 1 mm thick. HSR (15.5+15.75)

Supply of 1st class brick ballast 75mm to 100 mm nominal size. (NS)

Supply of 1st class brick ballast of size 63 mm to 75 mm. (NS)

supply of G- I stone metal (63mm to 45mm) (NS)

supply of G- II stone metal (53mm to 22.4mm)(NS)

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR(23.5)

supply of stone metal of 40 mm nominal size.(NS)

Supply of crushed bajri with nominal size 20 mm in filter media of tank as per DSR(23.6)

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. DSR(23.7)

Non-biodegradable nylon filter mesh to wrap around the slotted pipe. (NS)

Wrought iron and mild steel (using angles, flats, square bars, tee and channels) ladders grills, grafting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position to used in frame for casting of 4 inch covering slab. HSR (18.12)

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. HSR (10.82+10.95a)

Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. for 300 mm dia bore. DSR (23.2) 300 mm dia

Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, of make Supreme, Finolex, Astral and Aashirwad including required hire and labourcharges, fittings & accessories etc. all complete, for all depths, asper direction of Engineer -in-charge. DSR (23.3) 150 mm nominal size dia

200 mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, of make Supreme, Finolex, Astral & Prince including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. DSR (23.4) 150 mm nominal size dia

200 mm nominal size dia

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. DSR(23.8)

Providing and fixing suitable size threaded mild steel cap or spotwelded plate to the top of bore well housing/ casing pipe, removableas per requirement, all complete for borewell of. DSR (23.13) 150 mm dia Pipe

200 mm dia pipe

Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I). DSR (23.15) for 150 mm dia pipe

for 200 mm dia pipe

Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fullydeveloped, measuring yield of well by “V” notch method or any otherapproved method, measuring static level & draw down etc. by stepdraw down method, collecting water samples & getting tested inapproved laboratory, i/c disinfection of tubewell, all complete, includinghire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge. DSR (23.12)

Dismantling brick or flagged stone slab flooring without concrete base. HSR (8.28)

Dismantling of plain cement concrete 1:2:4 mix. HSR (8.6d)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. HSR(10.39)

Providing & fixing PVC Rain water pipe 6 Kg Pressure of ISI mark of 75 mm i/d (on wall surface with clamps complete in all respect)(NS)

Providing & fixing PVC Rain water pipe 6 Kg Pressure of ISI mark of 100 mm i/d (on wall surface with clamps complete in all respect).(NS)

Providing of PVC pipe of make Supreme, finolex, AKG and SFMC of 10 kg pressure in carriage system.(NS) 150 mm dia pipe

200 mm dia pipe

Supply and fixing of PVC tees of make Supreme, finolex, AKG and SFMC.(NS) for 75 mm dia pipe

for 100 mm pipe

for 150 mm dia pipe

for 200 mm dia pipe

Providing and fixing of PVC bend of ISI Mark. Make Supreme, finolex, AKG and SFMC. (NS) for 75 mm dia pipe

for 100 mm pipe

for 150 mm dia pipe

for 200 mm dia pipe

STRINGING OUT P.V.C. PIPES AND SPECIALS CASTING ALONG TRENCHES AND LAYING THE SAME IN TRENCHES, TO CORRECT ALIGNMENT AND GRADIENTS. (HSR 28.7) for 150 mm dia pipe

for 200 mm dia pipe

Supply and fixing of PVC Cawl of ISI MARK of make Supreme, finolex, AKG and SFMC. (NS) for 75 mm Cawl

for 100 mm Cawl

Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect.(HSR 10.159)

Relaying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect.(HSR 10.159) labour rate

Supply and spreading of fine sand for relaying of IPBs. (NS)

Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soling and laying and consolidation of wearing coats to water bound macadam specification, and laying 20 mm thick premix carpet, on top including cost of tack and seal coat complete in all respect. HSR(24.38)

Disinfection of bore well through sodium hypochlorite solution on defined frequency including all cost of material and labor.

BANTAIR INDIA PVT LTD

Amricha Pvt Ltd

Mohan Dutt Sharma

THE SHIV CO-OP L/C SOCIETY LTD. MADLOUDA