Development of Industrial Area Chanour Distt. Kangra (HP) (SH- Providing and laying distribution line

Amount

Earth work in excavation for all types of structures such as retaining walls, breast walls, culverts, drains, parapets, laying of pipes, cables,etc and other similar structures in all kinds and classification of soil, comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and fixing G.I. pipes (Medium Duty) complete with G.I. fittings External work. as per direction of Engineer-in-chargeIncluding carriage of Material with in all lead and lifts (A) 80 mm dia nominal bore ( Weight Should not be less than 8.53 kg/Mtr.)

B) 65 mm dia nominal bore ( Weight Should not be less than 6.54 kg/Mtr.)

Providing and fixing MS Flanges to pipes and specials including supply of MS Flanges ,rubbergasket, nuts, bolts, washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-charge as per Table 21 Including carriage of Material with in all lead and lifts. (a) A) 80 mm dia

Surface dressing of the ground including removing vegetation and in-equalities and disposal of rubbish, all kinds of soil with in all leads and lifts

Providing and fixing steel sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. complete ( Zolto, Sant make) as per direction of Engineer-in-charge Including carriage of Material with in all lead and liftsA)80 mm dia

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per direction of Engineer-in-Charge. Including carriage of Material with in all lead and lifts

Providing and fixing steel air valves complete with bolts, nuts, rubber insertions etc. complete ( Zolto, Sant make) as per direction of Engineer-in-Charge. Including carriage of Material with in all lead and liftsA)80 mm dia

Providing and fixing steel fire hydrant valves (with cap) complete with bolts, nuts, rubber insertions etc. complete ( Zolto, Sant make) as per direction of Engineer-in-Charge. Including carriage of Material with in all lead and lifts A)80 mm dia

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 230 mm thick brick work in cement mortar 1:4 as per direction of Engineer-in-Charge. Including carriage of Material with in all lead and lifts

Ajeev Kumar

Kapil Rana

SUBHASH CHAND

VARINDER PAL