Construction of RMC road (M-35 grade) with providing 150mm dia PVC water supply line and supply an Erection of street light and construction of Drain Type-II both side along road from Godota Chowk to Aggarsain Chowk and Circle of Aggarsain Chowk to J

Amount

N S Item

Supply of 150mm dia:- PVC pipe of 6kg/- cm working pressure ISI Marked complete as per site. Length = 2x910m = 1820mtr.

Construction of brick masionary with RCC Slab Sluice Valve Chamber with CI surface box complete as per standard desgin. 10Nos.

Supply of PVC specials ISI marked. PVC Tee= 150mmx150x100mm (A/F)=10 No.

PVC Bend = 150mmx90o =10 nos

PVC tail Peace with MS Flange 150mm= 20 Nos.

Extra Coupler 150MM=40Nos.

Supply of cement solvent for PVC joints. 340 Nos. @25 joint per Ltr. = 13.60Ltr.

Making connections with existing water supply line including cutting fixing, dewatering with labour as per site requirment = 2 Nos.

S/E/ of Single bracket the top section by 2 mtr. And smoothly curved each making an 1 ¼ "dia Pipe of 15° the horizontal plane,brackets fitted with suitable size of mild steel nipple (minimum 10cm in the bracket) to hold the fitting. 18 Nos.

S/E/ of double bracket the top section by 2 mtr. And smoothly curved each making an 1 ¼ "dia Pipe of 15° the horizontal plane,brackets fitted with suitable size of mild steel nipple (minimum 10cm in the bracket) to hold the fitting. 18 Nos.

Supply of LED street light fitting 90 Wt.Complete in all respect. ENDURA CITYLINNER NEO Make, Philips,Havels,Surya etc. 18+(2x18) = 54 Nos.

Supply of erection of longitudinal/latitude astronomical timing contrail switch as per sunset sunrise of 10 KW 3 Phase with accessories / control gear of L & T make. 02 Nos

Supply of stone metal 53mm to 22.4mm gauge of an approved query coplete as per site . In double Layer - (0.10+0.10 = 0.20m) Godota chowk to Aggarsain chowk - 455. x (6.70+6.70)x0.20=1219.40cum Circle of Aggarsain chowk to Kali Murti - 455 mtr. x9.15x0.20=832.65 cum Total = 2052.05 cum

Providing and laying in position separation membrances of 125 micron thick impermeable plastic sheet of make IPCL/Shavalik or equivalent make in transparent white color over the surface of D.L.C. complete in all respect as per the entire satisfaction of the Engineer-in-charge. Godota chowk to Aggarsain chowk - 455mtr. x(6.70+6.70) =6097.00sqm Circle of Aggarsain chowk to Kali Murti - 455 mtr. x9.15= 4163.25 Total = 10260.25 sqm

P/F PVC pipe 1¼'' dia ISI mark for dowls bars complete in all respects joints for 6.70 mtr. Wide road (22') 2x101x22Nx1'-0"=4444 R ft Joints for 9.15 mtr. wide road (30') 1x101x30Nx1'-0"=3030 R ft Total = 7474 R ft

Providing and laying in position machine batched machine mixed cement concrete vibrated ready mixed cement concrete (R.M.C.) of grade M- 35 with cement content not less than 400kg./ Cum imparting minimum flexural strength of 40 mpa at 28 days. The slump value will be in the range of 30+15 mm for laying on road including the cost of steel form work with sturdy M.S. Channel section including cost of admisture in recommended proportions (as per IS 9103) to accelerate/ retard- setting of concrete improve workability wiothout imparting strength and durability including pumping concrete with pumps if required. The EMC is to be procured from plants of A.C.C. Nuvoco, mangla Redimic pvt ltd, Radha conocrete, JP & Brothers RMC,M/s Gopal RMC, Shree Ram RMC Pvt Ltd, Ultra tech Private ltd., J.K Cement RMC plant , Amubuja cement RMC plant , India cement RMC plant, Binani cement RMC plant and J.K. Laxmi RMC plant at Faridabad & Gurgaon. The finishing of the laid cement concrete with surface vibrator and mechanical towel including cost of curing 28 days , barriers, diversion of traffic, lighting arrangement adnd chowkidar etc. complete in all respects to the entire satisfaction of the engineer-in-charge. Taking thickness of RMC = 300 mm Godota chowk to Aggarsain chowk - 2x455 mtr. x6.70x0.30=1829.10 cum Circle of Aggarsain chowk to Kali Murti - 1x455mtr. x9.15x0.30=1248.97 cum Total = 3078.07 cum

Extra for making rough surface of the concrete pavement for providing non slipper surface by mechanical cutter for safe plying of vehicles complete to the entire satisfaction of the Engineer-in-charge. Godota chowk to Aggarsain chowk - 455 mtr. x(6.70+6.70) = 6097.00 sqm Circle of Aggarsain chowk to Kali Murti - 455 mtr. x.915-4136.25 sqm Total = 10260.25sqm

Providing and making saw cut transverse joint/construction joint as per approved drawing provided at a maximum distance of 4.5m including the cost of covering of dowels bars with thin plasic shealth for at least 60% of the length made up to depth 20mm before sealing the joint 5m thick compressible debounding strips with paper bock shall be filled with plysulphide/silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance to the entire satisfaction of the engineer-in-charge Joint for 6.70mtr. wide road Length = 455mtr. [email protected] C/C=101 Nos. 2x101x6.70=1353.40mtr joint for 9.15 mtr. wide road Length =455mtr [email protected] C/C = 101Nos. 1x101x9.15=924.15 mtr. Total = 2277.55 mtr

Providing and saw cut longitudinal joints bewtween two lanes including const. providing protective coating of bituminous panit for 75mm on each side of joint on tie bars. Initially 3-4 mm wide cut shall be made up to depth of 8mm wide grooves shall be made up to depth of 17 mm, before sealing the joint 2mm thick compressible de- bounding strips with paper back shall be inserted to he bottom of the groove. The groove shall be filled with polysulphide/sillicon sealant. The sealant shall be applied sightly to the lower level than the slab with a tolerance of 2+1 mm complete in all respect as per approved drawing & entire satisfaction of the engineer-in-charge Length:- 2x455=910 mtr. 1x455=455 mtr. Total = 1365 mtr.

Road Safety Products:- Providing and laying hot applied thermoplastic retro-reflective road marking materials conforming to MORT & H specification No. 803.4.2 & 803.4.3 having reflective index of sufficient strength to with stand heavy load without deformation and having soft melthing point 25 to 30 degree more than the climatic temprature of the area , the color of te compound shall be white or yellow (IS color No. 356) as per direction of the Engineer-in-charge as per latest MORT & H guidelines. 9.15 mtr. wide road - Cenre Line- 1x455x0.15=68.25 sqm Both side Wdge of Road - 2x455x0.15=136.50 sqm Zebra X-ing 9.15 mtr. - 09 Nos. 09 Line 8Nx9x3mx0.50=108.00 sqm 6.70 mtr. wide road ( dual carriage way) - Centre Line - 2x1x455x0.15=136.50sqm Both side Edge of road - 2x2x455x0.15=273.00 sqm Zebra X-ing 6.70 mtr.-06 Nos. 06 Line 2x8Nx63mx0.50=144.00 sqm Total = 866.25 sqm

Providing and fixing of M Cats eye manufactured as per ASTMD 4280 raised pavement makers are durable impact and wealth resistant micro prismatic optios provide excellent wet and dry reflective size 100x90x16mm available in yellow and white body color as per specification of EIC. Length :- 2x455x3=2730 mtr. 1x455x3=1365 mtr. total = 4095 mtr. @3mtr.C/C=1365 Nos.

Supply and fixing of solar stud cats eye made of toughened Aluminum alloy body & poly carbonate 3 Nos. Super Bright LEDs size 130x120x75mm (including stem) wright = 590+/-20gms,I Nos 1.2V re chargeable bettery 3.0 V, 0.2 -0.4 W solar panel visibility up to 800 mtr the model has induilt stem for grouting duly installed with epoxy adhesive complete as per specification. For Zebra X-ing = 08 Nos. 8x2x9 = 144 Nos. 2x8x2x6 = 192 Nos. Total = 336 Nos.

Supply of good earth complete as per site requirement. 1x455x0.50x0.30=68.25 cum

Bidder Name

Amount

Dadhwal Contractors(GSTN-06AMZPA6590N1Z7)

Kanika Siya Construction Co.(GSTN-06AALFK9824D1Z7)

Kanika Siya Construction Co.

Kanika Siya Construction Co.