PROVN OF RETAINING WALL FOR TRAINING AREA AT TIBRI (GURDASPUR) MIL STN

Amount

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50 metre in width as well as 10 Sqm on plan) but not exceeding 1.50 metre in depth, including getting out and disposal of excavated earth lead upto 50 metre and lift upto 1.50 metre complete all as specified and directed.

All as per description of item No. 1.00 here in before but depth exceeding 1.50 metre and not exceeding 3.00 metre.

Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed.

Forming embankments with soils including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming / rolling and finishing to required size, shape, etc., not exceeding 1.50 metre high from base complete all as specified and directed. Note:- (a) Surplus earth obtained from excavation vide item No. 1 & 2 here-in-before shall be used for forming embankments. Additional earth required for forming embankments shall be made available by the user unit at required locations. (b) Before execution of this item, existing ground levels of all locations where forming embankments is required, will be jointly recorded by contractor, Engineer-in-Charge and GE and location wise quantities of earth work will be worked out accordingly and same shall be intimated to the user unit for supplying of balance required quantities of earth by user unit.

Material and labour for PCC (1:5:10) type E-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete etc complete all as specified and directed.

Material and labour for reinforced cement concrete M-25 Design mix, using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately.

Material and labour for reinforced cement concrete M-25 Desgin mix (using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid for separately.

Material and labour for reinforced cement concrete 1:4:8 type D-1 using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. (for dowel bars portion above retaining wall) Note:- Reinforcement and form work shall be measured and paid for separately.

Supply and fix mild steel 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 complete all as specified and directed. (for retaining wall as well as dowel bars portion above retaining wall)

Supply and fix mild steel TMT bars 8 mm dia, 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 complete all as specified and directed. (for dowel bars portion above retaining wall)

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for flat rough finished surface of concrete complete all as specified and directed.

Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for flat rough finished surfaces of concrete complete all as specified and directed.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions sqaure, rectangular or polygonal for flat rough finished surfaces of concrete complete all as specified and directed. (for dowel bars portion above retaining wall)

Material and labour for 5mm thick cement plaster in cement mortar (1:4) on fair faces of brick or concrete surfaces finished fair & even without using extra cement complete all as specified and directed.

Material and labour for preparation of newly plastered surface on wall and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and directed.

Supply and fix 25mm thick pre-formed filler for expansion joints complete all as specified and directed.

Supply and fix 75 mm bore high density polyethylene pipes (HDPE) of pressure rating 6 kgf/cm2 for weep holes complete all as specified and directed.

Material and labour for hand packing (any thickness) of broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. Note:- Size and thickness of broken stone/boulders shall be as approved by GE / Engineer in charge.

Supply and fixing PVC water bar 150mm size, 9mm thick complete all as specified and directed.

MUKESH RANJAN CONTRACTORS

NSC Projects Pvt. Ltd.

RHG Constructions Private Limited

Beant Construction Co Pvt Ltd

NAND LAL PURI AND SONS PRIVATE LIMITED

Onkar Nath Bhalla And Sons Contractor Pvt. Ltd.

M M SHAWL Engineers and contractors pvt ltd

ENGINEER CONSTRUCTION PVT. LTD.

NITYA NAND AND SONS CONTRACTORS PVT LTD

Shivalik Buildtech Private Limited

M/s JYOTI SARUP MITTAL