PROVN OF RETAINING WALL NEAR APS SCHOOL AT ARNORA CONCRETE ROAD FOR MT POST AT KISHTWAR AND RETAINING WALL and CONCRETE DRAIN COVERS BEHIND OFFR ACCN AT BN HQ SARNA UNDER AGE I BHALRA

Amount

Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed.

Excavating over areas not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed.

All as per item N0.2 but exceeding 1.5m deep and getting out in any type of siol, complete all as specified and directed.

Material & Labour for Plain Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Material & Labour for walling of random rubble stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6, brought up to courses, complete all as specified and directed.(Quantity of PCC bond stone if provided in lieu of stone bond stone shall be decucted from the quantity of stone masonary)

Material & Labour for Pre-cast cement concrete, 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bond stone set in cement mortar 1:6 and finishing exposed surfaces including necessary form work, complete all as specified & directed.

Material & Labour for raised pointing to random or polygonal rubble , uncoursed or brought upto courses in cement mortar 1:4, complete all as specified & directed.

Material & Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cills, lintels upto 1.5 metre clear span, steps, seismic and other similar band, plinth course, string courses, lacing courses, parapets and railing upto 60cm in height, copings, kneelers, apex stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed.

Supply & Fixing PVC (SWR) pipe 110mm bore single socketed in any length as in weep holes complete all as specified and as directed.

Material & Labour for Boulder filling dry, hand packed tightly, gauge exceeding 80mm not exceeding 150mm, as in back filling of retaining wall complete all as specified and as directed.

Removing excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Excavating in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre depth for foundation, etc, and getting out in any type of soil, complete all as specified.

Material and labour PCC 1:3:6, type C-1 (usiing 20mm graded aggregate) as in surface channels and drains complete all as specified and directed.

Material and labour for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc.

Material and labour for Pre-cast cement concrete Type B-1, 1:2:4 (using 20 mm graded aggregate) in landings, cover slabs (for man holes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified.

Material and labour for 6mm to 8mm dia TMT bar, 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 0.9 mm dia or securing with clips complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.

Surface excn n exe 30cm deep and averaging 15 cm deep and getting out in any type of soil as specified and directed by Engr-in-Charge.

Rolling and consolidating formation surfaces by power roller exe 8 tonne not exe 12 tonne in cutting as specified and directed by Engr-in-Charge.

Hardcore of broken stone or boulders gauge n exe 63 mm ,deposited ,spread and levelled in layers n exe 15cm thick,watered and rammed to a true surface as specified and directed by Engr-in -charge.

Material & Labour 100mm thick cement concrete type D-2 1:4:8 (40mm graded crushed stone aggregate) in pavments all as specified and directed by Engr-in -charge.

Material and labor cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less.

Forming contraction (Dummy) joints 65mm deep x10mm wide ,filled with sealing 10 RM compound of any grade.

Finising surface to concrete roads ,pavement,by brooming

Removing excavated soils to a distance exceeding 50m but not exceeding 100m and depositng where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

A S CONSTRUCTION (BID ID -3141372)

M/S MAQBOOL AHMED BHAT (BID ID -3140963)

M/S Girdhari Lal Parihar (BID ID -3140888)

M/S KOTWAL CONSTRUCTIONS (BID ID -3117913)

M/S MAHALUXMI BUILDERS (BID ID -3128561)

K S BUILDERS (BID ID -3128434)

SINGH CONST CO (BID ID -3125416)