Construction of Entrance gate at Shamboo Barrier for Mata Shree Chintpurni Ji (SH. Civil Work)

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m (Ordinary rock)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 20mm nominal size)

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in :Foundations, footings, bases of columns, etc.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in :Foundations, footings, bases of columns, etc. for mass concrete

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in Flat surfaces,Suspended floors, roofs, landings, Shelve, balconies and access platform

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in Columns, Pillars, Piers, Abutments, Posts and Struts

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in Lintels, beams, plinth beams, girders, bressumers and cantilevers

Providing form work with steel plates 3.15mm thick welded with angle iron in frame30x30x5mm, so as to give a fair finish including With centring,shuttering,strutting and propping etc. wooden battens and ballies, height of propping & centring below supporting floor to ceiling notexceeding 4.0 metres and removal of the same for in-situ reinforced concrete & plain concrete work in Edges of slabs and breaks in floors and walls

Providing Steel reinforcement bars of grade Fe-500 D of approved make ie SAIL,RINL,Shyam steel ,TISCO/JSPL for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Providing Steel reinforcement bars of grade Fe-500 D of approved make ie SAIL,RINL,Shyam steel ,TISCO/JSPL for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

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. All works upto plinth level

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. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)

Stone work Red Sand Stone plain and ornamental carving as per drawings in copings, cornices, string courses and plinth courses and wall cladding upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including S.S. cramps of required size & shape fixed with fasteners and pointing with white cement mortar 1:2 (1 white 2 cement : admixture of pigment matching the stone shade.stone dust) with an admixure of pigment matching the stone shade as per drawing design and as per direction of Engineer-In-Charge upto all height of Gate.

Providing and fixing traditional temple ornamental sculpture/Kalash in Brass work on Gate Shikhar in different level and elevations as per drawing in all respects.

rupinder Singh

Gaurav Kumar