Constructing Kanwha Niwada link Ditch Drain along Bhindawas lake Bund from RD 0 to 6568 outfalling into Bhindawas link drain at km 5.100/R and 37 Nos slar shallow tubewell for lowering SSWL

Amount

Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressig of sides, rammng of bottoms, depth up to 1.5 m, including getting out the excavated soil and returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc and disposing of surplus excavated soil as directed. with in a lead of 50 m. for pipe cables etc exceding 80 mm dia but not exceding 300 mm dia as per HSR 4.16.1.2

Supply and laying pipe and specials of following dia casting along trenches and laying the same in trenches to correct alignment and gradient i/c cartage from store/railway station complete in all respect.

Laying 200 mm dia hdpe pipe as per HSR 21.96.1

Laying 200 mm dia pvc pipe 10kg pressure in borewell

Laying 100 mm dia GI pipe for delivery

Supply, erection, testing and xommissioning of submersible motor pumping set having head 30 m, 7.50 HP along with complete solar system

Boring drilling bore well of 300 mm dia for casing/strainer pipe, by suitable method prescribed in IS 2800(part-1) i/e collecting samples from different strata, preoaring and submitting strata chart/bore log i/c hiring and running charges of all equipments required for the job complete up to 90 m depth below ground level as per HSR 33.6.1.1

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-In-charge. as per HSR 15.1.2.1

Providing and laying in position cement concrete 1:4:8 with 8 graded stone aggregate of 40 mm size in foundation and plinth excluding centering and shuttering complete in all respect as per HSR 6.1.6

Providing and laying in position Reinforced cement concrete 1:2:4 ( 1 cement, 2 course sand Zone -III graded stone aggregate of 20mm nominal size ) excluding cost of centering and shuttering, finishing & reinforcement up to plinth level complete as per HSR 6.14.2

Steel reinforcement of TMT bars of graded Fe-500D for RCC work, where not included in the completes rate of RCC i/c straightiening, ctting bending, placing in position, binding, wastage, overlaps and annealed steel wires etc. complete as per HSR 6.33.6 (89 kg /cum)

Air valve 65mm complete assembly HSR 20.14.1 (1 per line)

Providing & fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge HSR 20.11.4, 20.4.4 & 20.5.5

Providing and fixing of 200 mm dia MS pipe as per EL 267

Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. HSR 20.68.1

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 200 MM HSR 22.162.4.1

Centring & Shuttering including strutting, propping etc. and removal form work for Foundations, footing, basisi of columns(HSR 6.29.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

First Class Brickwork laid in cement sand mortar 1:3

12 mm thick cement plaster

Preparation of subgrade of laying of CC 1:3:6

Grider for pump set

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar

Supply, Testing and jointing of 1200 mm dia NP3 RCC Pipe

Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and upto Floor IV level 1:1.5:3 (1 cement:1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Demolishing cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Credit of earth work

Electro Products