PROVN OF APPROACH ROAD TO WHITE KNIGHT GAS GODOWN AT NAGROTA UNDER GE NAGROTA

Amount

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in any type of soil.

Add to (or deduct from) Srl item No 1 for every 3 cm or part thereof above or below 15 cm average depth in any type of soil.

Removing excavated material exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point.

Rolling over formation surfaces in cutting with 8 to 12 tonne power roller, complete all as specified and directed.

M&L for 150mm thick (spread thickness) soiling (sub base) with broken stone (granite, trap or basalt) of size range 100mm to 50mm deposited spread, levelled in one layer, interstices filled surfaces formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed.

Material and labour for 100mm thick Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub base of floors and pavings, complete all as specified and directed.

Material and labour, 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, complete all as specified and directed.

Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade `A' of 150mm thickness of slab/floor, complete all as specified and directed.

Material and labour for forming contraction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade 'A', complete all as specified and directed.

Material and labour for finishing surface of concrete roads, pavements, by brooming, complete all as specified and directed.

Surface dressing averaging 15 cm deep and getting out in any type of soil.

Excavation in trenches n exc 1.5 wide and n exc 1.5 m deep in any type of soil

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified

M&L for brick work with kiln burnt bricks built in CM (1:4) using sub class 'B' bricks of compressive strength not less than 35 Kg/Sqcm straight or curved on plan exceeding 6 mtr mean radius with old size bricks complete all as specified.

M&L for PCC (1:2:4) type B1 using 20mm graded stone aggregate in kerbs/coping/bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use of necessary form work complete all as specified.

Rendering 15mm thick in CM (1:4) on fair faces of bricks or concrete surfaces finished even and smooth without using extra cement complete all as specified

M&L for PCC (1:2:4) type B2 using 40mm graded stone aggregate as in drain and surface channel complete all as specified. (Note:- Forming fair finished to drain/channels shall be measured and paid for separately.)

M&L for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement, including forms, moulds, mitred/stopped ends etc.

Add or deduct from Srl item No. 18 for each 25mm girth or part thereof over or under 30cm girth

Removing of excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point.

Returning filling in including spreading, levelling watering and well ramming in layers not exceeding 25 cm thick.

S&F for 600 mm dia RCC hume pipe class NP-3 laid & jointed complete with collars, complete all as specified.

Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete (1:4:8) type D2 using 40 mm size graded aggregate after they are laid and tested, complete all as specified.

R.K. Works

J. PRO BUILDERS

bamral builder

M/S Shankardass Devidass