PROVISION OF ADDITIONAL STORAGE TANK FOR IN LIVING BLOCK FOR FLUSH TANK AND HOSPITAL BUILDING FOR HORTICULTURE FOR UTILIZATION OF SEWAGE TREATED WATER AT INHS DHANVANTARI AND PROVISION OF PARKING SHED AT INHS DHANVANTARI NEAR DISASTER MANAGEMENT SHED

Amount

S&F Gun Metal, globe or gate valves of 20 mm bore with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by Engineer in charge

S&F Gun Metal, globe or gate valves of 25 mm bore with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by Engineer in charge

S&F Gun Metal, globe or gate valves of 50 mm bore with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by Engineer in charge

S&F Sluice valve, flanged of class 1.6 PN ,80 mm (3”)dia complete all as specified and as directed by Engineer in charge

S&F GI tube medium grade of 20 mm bore galvanized with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in charge

S&F GI tube medium grade of 25 mm bore galvanized with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in charge

S&F GI tube medium grade of 50 mm bore galvanized with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in charge

S&F GI tube medium grade of 80 mm bore galvanized with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in charge Note for item Nos:5 to 8:- All GI tube fixing on wall/roof should be fixed with clamp and in slab GI tube passing through PVC pipe of suitable size by fixing with PCC and plastering in cement mortar and make surfaces as existing condition so that no water is leaking through pipe holes

S&F 20mm dia CPVC pipes SDR 11 including fittings on walls/ceilings/laying in trenches complete all as specified and as directed by Engineer in charge

S&F 25mm dia CPVC pipes SDR 11 including fittings on walls/ceilings/laying in trenches complete all as specified and as directed by Engineer in charge

S&F CPVC ball valve suitable for 20 mm CPVC pipe complete all as specified and as directed by Engineer in charge

S&F CPVC ball valve suitable for 25 mm CPVC pipe complete all as specified and as directed by Engineer in charge

M & L for construction of valve chamber of internal size 900 x 900 x 900 mm with block masonry in cement mortar 1:6 , with Plain Cement Concrete (Nominal mix) 1:3:6 type C2 sub base plaster internally and exposed external surface in cement mortar 1:4 (15 mm thick and provision of valve chamber cover made out of MS sheet 3.15 mm thick welded to angle iron frame 40 x 40 x 5 mm made out to double / single door type with hinges and providing proper locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge

S&F Rotational moulded polyetheylene water storage tanks (cylindrical vertical with closed top) double layer with lid of capacity 1000 litre and providing proper locking arrangements etc, hoisted and fixed in position all as specified in SSR Part-II complete all as specified and as directed by Engineer in charge

S&F Rotational moulded polyetheylene water storage tanks (cylindrical vertical with closed top) double layer with lid of capacity 5000 litre and providing proper locking arrangements etc, hoisted and fixed in position all as specified in SSR Part-II complete all as specified and as directed by Engineer in charge

M & L for PCC padding type B1 1:2:4 using 20mm graded stone aggregate including necessary form work as required all as specified and as directed by Engineer in charge

M & L for 10mm thick cement plastering in cement mortar 1:6 on brick work or concrete surface finished even & smooth without using extra cement complete all as specified and as directed by Engineer in charge

M & L for cement concrete type C2, 1:3:6 using 40mm grade stone aggregate as in foundation concrete etc complete all as specified and as directed by Engineer in charge

S&F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed ( Minimum weight 20mm - 210gms / 25mm - 455 gm) of 25mm size complete all as specified and as directed by Engineer in charge

S & F monoblock pump set suitable for 415 V ,3 phase system having capacity 5 HP for horticulture complete all as specified and as directed by Engineer in charge

S & F testing and commissioning openwell submersible, KOS-1030+, pump set suitable for 415 V ,3 phase system having capacity 10 HP including fixing with necessary fittings complete all as specified and as directed by Engineer in charge

S & F DOL starter suitable for 415 V ,3 phase system having capacity 5 HP complete all as specified and as directed by Engineer in charge

S & F non return valve suitable for 50 mm dia.of GI pipe complete all as specified and as directed by Engineer in charge

S & F non return valve suitable for 80 mm dia.of GI pipe complete all as specified and as directed by Engineer in charge

Supply, laying & testing PVC insulated, PVC sheathed cable galvanized steel strip or wire armoured, electric control cables (Heavy duty) with stranded copper conductor of size 4 sq mm ,4 core, 1100 Volts grade complete all as specified and as directed by Engineer in charge

Supply, installtion, Testing and commissioning of WTP suitable for 50 KLD STP comprising of the following:- (i)PSF (ii) ACF (iii) Filter feed pump (1S+1W) (iv) Chlorine dosing system (v) Controle panel and all other accessories

Supply, laying, testing and commissioning UG cable XLPE insulated, armored heavy duty electric cable, 1100 volts grade with stranded aluminium conductor in trenches including suitable size of double grip cable gland and joiinting etc complete for the following sizes :- Note: Excavation and earthwork shall be measured and paid separately

3.5 core 95 Sqmm.

4 core 16 Sqmm.

Supply, laying of Telerex DWC (double Wall corrugated) HDPE pipe ISI marked of outer dia of 110 mm and inner dia 95 mm polethylene including couplers, bends, cap etc., with smooth internal and profiled external surface for non pressure under ground cable complete all as specified and as directed by Engineer in charge

S&F LED street light 70/75 W IP 65 complete all as specified and as directed by Engineer in charge

S&F Steel tubular swaged poles type 410 SP-22 ( 9 meter long) complete with CI base plate and finial including RCC foundation as per OEM specification and coping complete all as specified and as directed by Engineer in charge Note: Excavation and earthwork shall be measured and paid separately

S & F Street light brcket 40mm dia mediem grade 1.5 Mtr with clamps of size 25x5mm thick (03 Set) with nuts,bolts & washers etc complete all as specified and as directed by Engineer in charge

Excavation in trenches for taking out, laying of pipes not exc 1.5 mtr wide and not exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer in charge

M & L for cutting of existing bitumenous road/concrete road for laying of GI / CI / DI pipe lines of size and making good as existing complete all as specified and as directed by Engineer in charge

Returning filling in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and as directed by Engineer in charge

Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed by Engineer in charge

Excavation over areas n.exc. 1.5M deep and getting out as in soft/loose soil complete all as specified and as directed by Engineer in charge

Excavation in trenches not exceeding 1.5 m wide and not exceeding1.5 m deep :for foundation ,etc .or for shafts ,wells,cesspits,manholes,pier holes,etc not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer in charge

M&L for 100 mm thick PCC 1:3:6 type C-2 (40 mm graded stone aggregate) , finishing cement concrete as in sub base including formwork complete all as specified and as directed by Engineer in charge

M & L for TMT Mild steel bars 10mm dia and over, 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 0.9mm dia complete all as specified and as directed by Engineer in charge

M&L RCC M25 grade (Nominal Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams; bases for coloumns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer in charge

M&L RCC M25 grade (Nominal Mix) using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed by Engineer in charge

M&L for Use & waste of form work in base of footings, base of column side and soffits of plinth beams of rough finished concrete surfaces complete all as specified and as directed by Engineer in charge

M&L for use & waste of form work in Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter add for fair finished surfaces complete all as specified and as directed by Engineer in charge

M&L for laying PCC (1:4:8) type D2 (using 40mm graded stone aggregate) for sub base and mass concrete in foundation including formwork complete all as specified and as directed by Engineer in charge

M&L for 75mm thick PCC (1:3:6) type C2 using 40mm graded aggregate as in plinth protection including finishing even and smooth with using extra cement including formwork complete all as specified and as directed by Engineer in charge

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer in charge

S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410 W (Grade E-250) quality A complete all as specified and as directed by Engineer in charge

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as specified complete all as manufacturers instruction complete all as specified and as directed by Engineer in charge

S&F 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 as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer in charge

S&F MS Roof trusses (Framed), trussed, purlins, rafters, crane gantries, rails ,posts and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc.including necessary welding confirming to Fe-410-W(Gde-E250 quality-A) complete all as specified and as directed by Engineer in charge

M&L for applying two coats of synthetic enamel paint over a coat of Red oxide, zinc primer including preparation of new steel/iron surface of any description over 10 cm in width or girth complete all as specified and as directed by Engineer in charge

M& L for precast cement concrete block masonary using PCC 1:3:6 type C-5 soild block exceeding 10 cm in width and settng in cement mortar 1:6 straight or curved on plan exceeding 6m mean radius complete all as specified and as directed by Engineer in charge

M&L for rendering 15mm thick cement plaster on fair faces of concrete block masnory in two layers, base layer 10mm thick in CM (1:6) and top layer 5mm thick in CM 1:4(with river sand) mixed with WPC as per manufacture' s instructions, finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge Note :- WPC shall be measured and paid seperately

Supply only Integral water proofing compound complete all as specified and as directed by Engineer in charge

M&L for exterior wall fresh painting (Fresh Plaster/ Concrete): Providing and applying undiluted one coat of fiber reinforced elastomeric waterproofing liquid membrane Smartcare Damp Prime Extreme on vertical walls with ability to withstand 7 Bars of positive hydrostatic pressure with elongation of 200% to new plastered surface/ Concrete surfaces with forced consumption of 35-40 sq ft/ 1kg with 6 Years Waterproofing warranty. Followed by two or more (40 % diluted) coats of (Asian Paints Apex Suprema) modified acrylic Weatherproof exterior emulsion with silicone additives and having resistance to growth of algae, (DPUR) resistance to dust accumulation, resistance to fading of colors and longevity of 6 years to obtain an acceptable finish by EIC. The surface should be checked for cracks and should be filled with fiber reinforced crack filler for upto 3 MM cracks and bigger cracks should be filled with polymer modified cement. Surface should be free from any loose paint, dust, or grease. The Item rate is inclusive of all material with wastage, labor, Tools, Tackles, Consumable, Scaffolding, Etc complete all as specified and as directed by Engineer in charge

M&L for exterior wall (Re- Painting):Proving and applying undiluted one Coat of Unique Fiber Reinforcement basecoat with Crack bridging ability upto 2 MM and higher Elongation more than 200% with Barrier against water penetration to provide water proofing Warrenty for 6 Years with Forced coverage of 35-40 Sq ft/ 1 Ltr. Followed by two or more (40 % diluted) coats of Asian Paints Apex Suprema modified acrylic Weatherproof exterior emulsion with silicone additives and having resistance to growth of algae, (DPUR) resistance to dust accumulation, resistance to fading of colors and longevity of 6 years to obtain an acceptable finish by EIC. The surface should be checked for cracks and should be filled with fiber reinforced crack filler for upto 3 MM cracks and bigger cracks should be filled with polymer modified cement. Surface should be free from any loose paint, dust, or grease. The Item rate is inclusive of all material with wastage, labor, Tools, Tackles, Consumable, Scaffolding, Etc complete all as specified and as directed by Engineer in charge

Excavating in post holes (or similar holes) each n exc 0.50 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft / loose soil complete all as specified and as directed by Engineer in charge

M&L 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 complete all as specified and as directed by Engineer in charge

S&F Aluminium flat 40 X 6mm size as wind tie fixed with 50mm/75mm aluminium self staging screws complete all as specified and as directed by Engineer in charge

M&L for 100 mm thick PCC (1:4:8) type D-2 (40 mm graded stone aggregate) as in sub-base including formwork complete all as specified and as directed by Engineer in charge

M&L for 100 mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor/hard-standing finished even and smooth without using extra cement including formwork complete all as specified and as directed by Engineer in charge

Gulmarg Electrical Service (BID ID -3242438)

M/s G K Enterprises (BID ID -3243201)

SALCON ENGINEERS AND FABRICATORS (BID ID -3243104)

CHANDER SEKER ENTERPRISE (BID ID -3243390)

Sri Ram Construction (BID ID -3243349)

Nirman Construction Company (BID ID -3243267)

Bismi Builders & Enterprises (BID ID -3243443)