PROVN OF SCOOTER SHED NEAR ENTRANCE AT ASC AT ROWRIAH AND PROVN OF WALL PANELLING IN BLDG NO P-3, PROVN OF INCINERATOR NEAR T-31, PROVN OF BDY PILLARS N PROVN OF CATTLE FENCE FOR COOK HOUSE OF FD REGT , PRON OF HARD STANDING FOR FD REGTAND PROVN

Amount

NOTES :The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out as in soft/loose soil.

Excavation in post holes not exceeding 0.5 cum and getting out and returning filling in, ramming earth in layers not exceeding 25 cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good in hard/dense soil.

Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level n. exc. 1.50 m above the starting point.

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

Material and labour for Plain Cement Concrete M-7.5(Nominal Mix) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

Material and labour for Plain Cement Concrete M-10(Nominal Mix) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

Plain Cement Concrete M-15(Nominal Mix) using 12.5 mm graded stone aggregate as in making good window opening, lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs, water trough and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.

Material and labour for Precast Reinforced Cement Concete cover slab type M-20 (Nominal mix) using 20 mm graded stone aggregate, set in Cement Mortar (1:4) complete all as specified and directed.

Material and labour for Precast Reinforced cement concrete M-20 (Nominal Mix) using 20 mm graded stone aggregate as in boundary pilars with engraving letter as given by EIC of ,average sectional area exceeding 625 Sq cm complete all as specified and directed.

Material and labour for TMT Bars Fe 500D 10mm dia & over cut to length bent to shape required inculding cranking bending spirally hooping for columns etc and binding with MS wire ennealed less than 0.9mm dia or securing with clip complete all as specified and directed.

Material and labour fo TMT bars Fe 500D of 6 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel (annealed) wire not less than 0.90 mm dia

Material and labour for mild hollow steel sections steel of grade YSt 310 conform to IS 4923 in roof trusses (framed), trussed, purlins, bracing and fastenings including distance pieces, cleats etc including one shop coat of zinc chromate primer after preparation of surface complete all as specified and as directed.

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

Supply and fixing of pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in ridges, tips, valley, gutters, length & girth as fixed with nail or screws complete all as specified and as directed.

Material and labour for mild steel screw bolts (machine made) with hexagonal or square head one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 22.5 cm and not exceeding 30 cm long, dia of neck 16 to 20 mm complete all as specified and as directed

Material and labour for Brick work with bricks class designation 75, old size, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.

Material and labour for brick work with bricks class designation 75, size as per old size brick, straight or curved on plan exceeding 6 m mean radius half brick thick walls built in Cement Mortar 1:4 complete all as specified and as directed.

Rendering 15 mm in Cement Mortar 1:6 on fair faces of brick work or concrete surfaces finished even smooth without using extra cement to the plastered surface complete all as specified and as directed.

Material and labour for Rendering 15mm thick plaster in Cement Mortar (1:4) on fair faces of brick or concrete surface of wall and finished even and smooth without using extra cement, with water proofing treatment. Note:- Water proofing compound shall be measure and paid separately

Material and labour for Preparation of new plaster internal wall surface and applying two coats of 1st quality acrylic washable distemper (ready mixed) having VOC content less than 50 gms/litre of required colour shade and as per manufacturer’s specification over a coat of primer over a coat of 1.5 mm thick cement base wall putty complete all as specified and directed.

Material and labour for Preparation of new surface and applying 3 coats white wash on walls complete all as specified and as directed.

Material and labour for 1.2 mm thick polyvinyl profile colour wall panelling system with ‘J’ profile fo rperimeter, ‘T’ profiler for outside corner & intermediat corner, anti- anti-bacterial, fire retardant, waterproof resistant , impacts resistance not less than 50 LBS , tensile strength >37.00 MPa, tensile modulus >2000MPa, surface distortion above 120o F confirming to ASTM D-4477 including GI grid frame work GI section of 80mmx 26mm x 53mm &GI perimeter channel section 20mmx 28mm x 30mm & 2, brass screw completed as per manufactures instructions etc. all as specified and directed.

Material and labour for 75 mm thick plain cement concrete M-10(Nominal Mix) using 20 mm graded stone aggregate as in plinth protection laid in alternate panel , finished even and smooth without using extra cement complete all as specified and as directed.

Material and labour for 75mm thick plain cement concrete 7.5 (Nominal Mix) using 40 mm graded stone aggregate as in sub base floor complete all as specified and as directed.

Material and labour for Hard core of gauge not exceeding 63 mm of broken stone or boulders , spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface

Material and labour for 100mm thick plain cement concrete 7.5 (Nominal Mix) using 40 mm graded stone aggregate as in sub base floor complete all as specified and as directed.

Material and labour for 75 mm thick plain cement concrete M-15(Nominal Mix) using 20 mm graded stone aggregate as in floor, finished even and smooth without using extra cement complete all as specified and as directed.

Supply only Plastic dividing strips 1.5 mm thick and 38 mm wide.

Material and labour for Forming Contraction (Dummy) joints 30mm deep x 10mm wide, filled with polysulphide sealant all specified in relevant para & sub para of 20.B.7 in SSR Part-I complete all as directed.

Material , Labour and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed..

Material and labour for pre-polished chequered Cement Concrete tiles of 25 mm minimum thick, size of (square/ rectangular) area of each tile exceeding 0.09 Sqm but not exceeding 0.16 Sqm double layer machine pressed set ( as per IS 1237-2012), jointed and pointed in neat cement slurry in floors and cut & polished in white or coloured cement to match over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed.

Materials and labour for Mild Steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290(Gde E-165) complete all as specified and as directedincluding taking dwon old one complete all as specified and as directed.

Materials and labour for Mild steel plain black sheet 1.00 mm thick in wall cladding, steel gates & similar work, cut to size, hole punched including round headed screws, clout nails or rivets and fixed to wood or steel framing with 40 mm lap joint with rebated or welded seams including bending or turning up, mitred angles as required complete all as specified and as directed

Material and labour for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer on new steel and iron surfaces of any description over exceeding 10 cm in width or girth complete all as specified and as directed..

Mild Steel angle 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).

Supply and fixing of chain Link 3.15 mm dia , 75mm x75mm mesh size of mild steel galvanized fencing and minimum weight 2.1 Kg per Sqm and including fixed with straining bolts incl provision of binding wire etc complete all as specified and as directed.

Material and labour for Mild steel screw bolts (machine made) with hexagonal or square head 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 10 cm and not exc 15 cm long, dia of neck 16 to 20 mm complete all as specified and as directed.

Material, labour for high strength steel deformed TMT bars 10 mm dia and over, cut to length, bent to shape required including hooking ends for straining chain link fencing and fixed on fencing post complete all as specified and as directed

Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory informatory sign boards of 47 Inch x 47 inch (Aprox) of size and made up of 2 mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter as approved by GE, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of 25 mm square stainless steel(grade 304) hollow section boarder and fix with two nos 50 mm dia decorative stainless steel(grade 304) of 3.6 mtr height(above GL) and grouted in PCC M-15 (Nominal Mix) using 20 mm graded stone aggregate , excavation of post hole as shown in TD drawing complete all as specified as directed. Note:- The colour combination and subject matter shall be approved from GE by contractor before bringing same to the site.

Note: Schedule of credit (SCHEDULE OF CREDIT) amount of Rs ₹ ___________ mentioned on Page No ____ shall be deducted from the total quoted amount of BOQ.

M/S BARUAH ELECTRICALS

NIHAR ENTERPRISE

A K DUTTA CHOWDHURY AND CO

M/S SAIKIA ENTERPRISE

M/S BARUA REFRIGERATION WORKS

M/S SANTOSHI TRADERS