Construction of Pond/Reservoir on the bank of Sarasvati River in village-Bohli, Block- Pipli, District-Kurukshetra.

Amount

Works Details

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 800mm HSR Item No. 21.95.7

Providing Fabrication, Erection, Testing and Commissioning of Gates and Gearing arrangement complete in all respect. N.S Item

Hire charges for JCB with bucketcapacity of 0.4 cum 0.75 cum with fuel and driver.(320 Hours) HSR Item No. PM056

Tractor with trolley (160 Hours) HSR Item No. PM026

Mazdoor/Dresser/Sinker (skilled) HSR Item No. LB069

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.All kinds of soil. HSR Item no. 4.12.1

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-Ill) : 6 graded cum stone aggregate 20 mm nominal size) HSR Item no. 6.1.4

Brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand). HSR Item no. 7.21.2

12 mm cement plaster of mix : 1 :4 (1 cement: 4 coarse sand) HSR Item no. 11.8.1

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples 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 direction of Engineer-in-charge, up to 90 metre depth below ground level. All types of soil 300 mm dia HSR Item no. 33.6.1.1

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. HSR Item no. 33.19

Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia HSR Item no. 33.8.3

Supply, fixing of S.S. Stainless steel V- wire screen 200 mm dia Specification as per IS 8110:2019 (N.S Item rate taken from already sanctioned estimate vide SE SYL Ambala No. 2675-77/138-W dated 05.04.2021 @ Rs. 4900 per mtr

Supplying, filling, spreading & levelling coarse sand of size range cum 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 -in-charge. HSR Item no. 33.14.

2nd layer of charcol HSR item no. EL-253

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. HSR Item no. 33.13

Supplying, filling, spreading & levelling stone boulders of size cum range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. HSR Item no. 33.12.

The Trisha Enterprises