PROVN OF 02X BATHING POINT WITH STATIC WATER TANK COVERED BY TIN SHED NEAR BLDG NO P-146 AND P-147 (OR LIVING) AT 14 GRENADIERS UNIT LOC AND 03 X SOAKAGE PITS FOR COOK HOUSE AND JCOs MESS OF 2 BIHAR, KHOJATOLI UNDER GE RANCHI

Amount

Excavation in trenches not exc 1.5 mtr wide and not exceeding 1.5mtr depth for foundation in soft/loose soil & getting out.

PCC (1:4:8) type D2 using 40mm graded aggegate as in foundation.

M&L brick work in CM (1:6) with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius complete all as specified and directed.

Returning filling in incl spreading, levelling, watering & well ramming in layers not exc 25cm thick for soft/loose soil complete all as specified and directed.

Removing excavated material n.exc 50m and depositing where directed at a lavel .exc 1.50 mtr above the starting point.

Rendering 15mm thick on brick or concrete surface in Cement mortar 1:4, finishing surface even and smooth w/o using extra Cement complete all as specified and directed.

M & L PCC 1:5:10 type E2 (40mm graded aggregate) as in foundation filling and mass concrete complete all as specified and directed.

100 mm th PCC 1:4:8 type D2 ( Using 40 mm graded stone agg) as in sub base of floors.

M&L for coloured joints free non skid ceramic tiles, 6 to7 mm thick, edgeless , area of each tile exc 0.06 sqm but n. exc 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in colored cement Including 15 mm thick screed bed or bedding layers of cement mortar 1:4 to match Shade, pattern, laying etc of tiles as directed at site complete all as specified and directed.

M&L for 450x350x7mm thick joints free glazed ceramic tiles colored as in dado/ skirting and vertical serfaces set &jointed in neat cement slurry and pointed in colored cement over and incl 10 mm thick cement mortar 1:4, Shade, pattern, laying etc of tiles as directed at site complete all as specified and directed.

Excavation in post holes (or similar holes) each not exc. 0.50 cum in any kind of soil getting out, and removing surplus soil to a distance not exc. 25 mtr and making good of surfaces all as specified and directed.

M&L PCC 1:3:6 type C2 ( using 40 mm graded aggregates) as in foundation filling and mass concrete.

Pre painted galvanised aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick complete all as specified and directed.

S&F M S work in tubular trusses, vertical posts, purlins, rafters including special shaped washer etc. complete using mild steel sections or induction butt welded tubes conforming to IS 1161-1979 gde St.-240.

M&L MS flat iron for wind ties for roof including securing bolts and all necessary drilling etc and similar work confirming to Fe-410-O or Fe-310-O

M&L Steel water tubing medium grade 25mm bore galvanised with all fittings and fixed to walls and ceiling or laid in floors complete all as specified and directed.

S&F in repairs Gun metal, globe or gate valve with iron wheel head, 25 mm bore, screwed both ends for iron pipe all as specifed and directed.

S&F in repair 15mm bore bib tap long body cast copper alloy CP fancy type with capstan head handle,screwed down, screwed for brass ferrule and fixed.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints using solvent adhesives fixed to walls with brackets etc of 110mm dia

50mm thick, PCC 1:3:6, type C-2 using 40mm graded stone aggregate, as in plinth protection finished even & smooth without using extra cement complete all as specified and directed.

M&L preparation of new plastered surfaces of wall and applying two coats of cement based paint over a coat of white wash complete all as specified and directed.

Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

Construction of Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M-25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.00 mtr dia and 4.50 mtr effective depth complete all as specified in drawing and as directed by Engineer-in-Charge.

M&L 15mm thick cement plastering in CM 1:6 complete all as specified neeru finishined to plastering.

M&L 15mm thick cement plastering in CM 1:6 complete all as specified finishined even & smooth without using extra cement.

Mild steel TMT bars 10mm dia & over cut to length, bent to shape required incl crancing bending spivally for hooping complete all as specified & directed.

Precast cement concrete 1:2:4 type B1 using 20 mm graded agg. As in man hole cover slab set in cement mortar 1:4 complete all as specified .

Cutting into existing manhole for connecting new drains,making good to 150mm bore pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 sec) in CM 1:2:4 type B1 smooth finished and reforming benching as requied.

Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate in surface channels of drains and benching including finishing the top of benching even and smooth using extra cement. (Note:- Forming fair finished channel shall be measured and paid for separately).

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms , moulds mitred/stopped ends etc complete all as specified and directed.

Concrete bed to drain pipes for 150 mm dia pipe in PCC 1:3:6 type C2 including packing under and haunching against the sides of pipes after they are laid and tested.

M&L Renforced concrete pipe 150 mm bore NP2 drain pipe laid in trenches and jointed complete with collars incl.testing complete all as specified and directed.

Preparation of new plastered or unplastered surfaces and applying three coats of white wash on wall surfaces complete all as specified and directed.

Balaji Construction And Company

M/S Sahib N Sahiba Enterprises

M/S DILIP KUMAR