PROVN OF STORAGE SHED FOR FURNITURE AT JALAPAHAR UNDER AGE(I) DARJEELING

Amount

Surface dressing n exc 15 cm deep in soft/loose soil including watering, and removing surplus soil to a distance n exc 50 m and making good surface all as specified and as directed.

Excavating in post holes (or similar holes) in soft/loose soil, each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm all as specified and as directed.

Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, all as specified and directed.

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

Removing excavated material (soils) exc. 50m and n exc. 250m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed.

M&L for hardcore of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface using broken stone or boulders all as specified and directed.

M&L for 100 mm thick plain cement concrete(PCC), type D-2, 1:4:8 (using 40mm graded stone aggregate) in subbase of flooring, hardstanding etc, all as specified and directed.

M&L for 40 mm thick plain cement concrete(PCC), type B-1, 1:2:4 (using 20mm graded stone aggregate) including finshing cement concrete surface even and smooth with using extra cement completed all as specified and directed.

M&L for plain cement concrete(PCC), type D-2, 1:4:8 (using 40mm graded stone aggregate) as in foundation filling an mass concrete, all as specified and as directed.

S&F for mild steel hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, all as specified and directed.

S&F for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, all as specified and directed.

S&F for plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, Fe 410 -W (Gde- E- 250) quality-A, all as specified and directed.

M&L for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specified and directed.

S&F for mild steel 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 similar small articles conforming to Fe-290 Gde-E-165, all as specified and directed.

S&F for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 10cm and n exc 15cm long (diameter of neck 11 to 15 mm), all as specified and as directed.

S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, all as specified and directed.

S&F for pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, all as specified and as directed.

S&F for mild steel, plain, black sheet, 0.63mm thick in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required all as specified and as directed.

M&L for brickwork with subclass fly ash brick, straight or curved on plan exc 6m mean radius built in cement mortar (1:6), complete all as specified and as directed.

M&L for rendering 15 mm thick in cement mortar (1:6), on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing to be finished even and smooth (without using extra lime or cement), all as specified and as directed.

M&L for preparation of new plastered or unplastered surfaces of walls and applying three coats of white wash on walls complete all as specified and directed.

M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces to be finished even and smooth using extra cement mixed with intergral water proofing compound, all as specified and directed. (Note: Water Proofing Compound measured and paid separately)

Supply only integral water proofing compond, all as specified and directed.

M&L for 75 mm thick plain cement concrete(PCC), type C-2, 1:3:6 (using 40mm graded stone aggregate) as in path, plinth protection etc., complete all as specified and as directed.

M&L for plain cement concrete(PCC), type C-2, 1:3:6 (using 40 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work complete all as specified and directed.

M&L for 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.

S&F for wire netting of stainless steel wire 1.4mm dia, size of mesh 12mm, fixed with tinned tacks of stainless steel wire staples, all as specified and directed.

S&F for rolled mild steel {Fe 410 -W (Gde- E- 250) quality-A} framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.

M&L for plain cement concrete(PCC), type C-1, 1:3:6 (using 20 mm graded crushed stone aggregate) as in bed blocks for grouting hold fasts , coping, filling in pressed steel chowkat or similar work including necessary form work as required complete all as specified and directed.

S&F for 180mm bore PVC (SWR) gutter drain pipe complete all as specified and directed.

S&F for 180mm bore PVC (SWR) joint socket complete all as specified and directed.

S&F for 180mm bore PVC (SWR) joint tee complete all as specified and directed.

S&F for 180mm bore PVC (SWR) joint tee with end cap complete all as specified and directed.

S&F for 180mm bore PVC (SWR) pipe clamp complete all as specified and directed.

S&F for 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.

S&F for 110 mm bore PVC (SWR) bend any radius complete all as specified and directed.

Note 1:- (Applicable for all parts/items) : The biidders/contractors are advised to read tender document, all drawings & all corrigendum/amendments and general condition of contracts before entry/quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading of incorrect/ pre-revised BOQ shall be treated as non bonafide and rejected.

M/S TSHERING BHUTIA

BIMAL BHATTRAI

Darjeeling Enterprises

RAI CONSTRUCTION

HIRA SINGH

KWOK YING CHIU