Construction of CC road from Sunder Tent House Main Bass Road to H/o Dr. Rajender, form Shashi Balla School to H/o Rajkumar, from H/o Sanjay Tiwari to H/o Dharampal Gujjar and from H/o Satveer Yadav to H/o Mahaveer Foji ward no 15 MC Dharuhera

Amount

-New HSR No. 10.17 :- Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect

-New HSR No. 17.70 :- Removal of existing IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3

-New HSR No 13.28 :- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

-New HSR No. 21.87 :- Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge New HSR No. 21.87.1 :-Single road gully chamber New HSR No. 21.87.1.1 :-Size: 610mm x 457mm x 800mm

-New HSR No. 6.29 :- Centering and shuttering including strutting, propping etc. and removal of form work for : New HSR No. 6.29.1 :- Foundations, footings, bases for columns

-New HSR No. 17.5.3 :- Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers)

-New HSR No. 21.54 :- Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar.

-New HSR No. 6.1 :- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: New HSR No. 6.1.7 :- 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)

-Providing and making sawcut transverse construction / contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60 % of the length from one end. Initially 3 to 45 mm wide cut shall be made after 1 to 2 days upto 1/3rd depth of slab and including cost of scaling temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 10 to 12 mm wide grooves shall be made upto a depth of 20 mm. Before sealing the joint temporary with a jute rope. At the time of sealing temporarily seal shall be taken out and 10 and 12 mm wide grooves shall be made upto a depth of 22 mm. Before sealing the joint 5 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with poly supplied / silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 2 + 1 mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge.

-New HSR No. 17.10 :- Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. New HSR No. 17.10.1 :-Excavation for roadway in soil using manual means including carrying of cut earth to embankment site with all lifts and lead up to 50 m, as per technical clause 301 of MORT&H specifications Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m as per technical clause 301 of MORT&H specifications

-New HSR No. 21.93 :- Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. New HSR No. 21.93 :- Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

-New HSR No. 6.25 :- Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). New HSR No. 6.25.1 :- All works up to plinth level New HSR No. 6.26 :- Extra for providing richer mixes up to plinth and at all floor levels. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). New HSR No. 6.25.3 :- Providing M-40 grade concrete instead of M-25 grade BMC/ RMC.(Note : Cement content considered in M-40 is @ 360 kg/ cum)

-New HSR No. 9.57 :- Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. New HSR No. 9.57.2 :- 110 mm diameter

-Extra for making rough surface of the concrete pavement of providing non slippery surface by mechanical cutter for safe playing of vehicles as per entire satisfaction of the Engineer-in-Charge.

-Providing and fixing SFRC Single road Gully Chamber cover and frame of size 610 mm x 457 mm on brick masonry road gully chamber (of HSR Item No. 29.87 (a)(i)) complete in all respect as per entire satisfaction of the Engineer-in-charge.

-Recovery from agency for Old Tiles received from site

The Pahari Mata Coop L AND C Society Ltd

The Nandrampur Bass L and C Society Ltd.