PROVN OF DUG WELL IN PUMP HOUSE UNDER PROVN OF RING MAIN SYSTEM FOR WATER SUPPLY FOR ENTIRE CAMPUS WITH ADDL BOREWELL CANNECTED TO PIPE LINE AT AF STATION DEOLALI

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soil

Excavation over areas n exc 1.5 m deep and getting out hard / dense soil

Excavation over areas exc 1.5 m and not exc 3 m deep and getting out in hard / dense soil

All as per item no- 3 but in soft disintegrated rock

All as per item no- 3 but in in hard rock

Excavation over areas exc 3 m and not exc 4.50 m deep and getting out in hard / dense soil

All as per item no- 6 but in soft disintegrated rock

All as per item no- 6 but in hard rock

Excavation over areas exc 4.50 m and not exc 6.00 m deep and getting out in hard / dense soil

All as per item no- 9 but in soft disintegrated rock

All as per item no- 9 but in in hard rock

Excavation over areas exc 6.00 m and not exc 7.50 m deep and getting out in hard / dense soil

All as per item no- 12 but in soft disintegrated rock

All as per item no- 12 but in hard rock

Excavation over areas exc 7.50 m and not exc 9.00 m deep and getting out in hard / dense soil

All as per item no- 15 but in soft disintegrated rock

All as per item no- 15 but in hard rock

Excavation over areas exc 9.00 m and not exc 10.50 m deep and getting out in hard / dense soil

All as per item no- 18 but in soft disintegrated rock

All as per item no- 18 but in hard rock

Excavation over areas exc 9.00 m and not exc 10.50 m deep and getting out in hard / dense soil

All as per item no- 21 but in soft disintegrated rock

All as per item no- 21 but in hard rock

Excavation over areas exc 10.50 m and not exc 12.00 m deep and getting out in hard / dense soil

All as per item no- 24 but in soft disintegrated rock

All as per item no- 24 but in hard rock

Excavation over areas exc 12.00 m and not exc 13.50 m deep and getting out in hard / dense soil

All as per item no- 27 but in soft disintegrated rock

All as per item no- 27 but in hard rock

Excavation over areas exc 13.50 m and not exc 15.00 m deep and getting out in hard / dense soil

All as per item no- 30 but in soft disintegrated rock

All as per item no- 30 but in hard rock

Excavation over areas exc 15.00 m and not exc 16.50 m deep and getting out in hard / dense soil

All as per item no- 33 but in soft disintegrated rock

All as per item no- 33 but in hard rock

Excavation over areas exc 16.50 m and not exc 18.00 m deep and getting out in hard / dense soil

All as per item no- 36 but in soft disintegrated rock

All as per item no- 36 but in hard rock

Excavation over areas exc 18.00 m and not exc 19.50 m deep and getting out in hard / dense soil

All as per item no- 39 but in soft disintegrated rock

All as per item no- 39 but in hard rock

Excavation over areas exc 19.50 m and not exc 21.00 m deep and getting out in hard / dense soil

All as per item no- 42 but in soft disintegrated rock

All as per item no- 42 but in hard rock

M & L for RCC M-25 grade (20 mm graded aggregate) for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses for water retaining structures

M & L for Formwork for curved rough finished surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter

M & L for reinforcement of TMT bars 10 mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips

M & L for reinforcement of TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and bindersd over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips

S& F PVC (SWR) 110 mm dia pipes single socketed, in any length laid in trenches or in floors forming weep holes and making good

S & F rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe-410 W(Gde E-250) quality B

S & F Welded steel wire mesh fabric of size 25 mm x 25 mm x 2 mm thick not exc 4 kg per sqm as approved by GE.

S & F of Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similarn small articles conforming to Fe-290 Gde-E-165

Returning, filling in, excavated soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm in any type of soil

Removing excavated soil/soft rock material exc. 250 m but n exc. 500 m and depositing where as directed

SHREE SAMARTH SERVICES

Vinod Enterprises