Construction of 20 Nos C Type shops F and V and 10 Nos C Type shops Grain Market and repairing strengthing Internal Road By Hot mix and Installation 6 Nos India mark-2 Hand Pump and Reboring 6 Nos India mark-2 Hand Pump at N.M.Y Chandausi.

Excavation in foundation in ordinary soil including lift upto 1.50m and lead upto 30m and i/c/ filling, watering and ramming of excavated costs in to the trenches or into th plinths and removal and disposal of surplus earth as directed by E/I upto distance of 30m from the foundation trenches (S.I. 251)

Concrete with 4 cm guage brick ballast, fine sand of 1.25FM and cement in proporttion of 1:6:12 in foundation andundr floors including supply of all materials, labour and T&P etc. reqd. for proper completion of the work. (SI 273)

M-150 Class brick work in 1:6 cement and coarse sand of 2.25 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (S.I. No. 303)

M-150 Class brick work in 1:6 cement and coarse sand of 2.25 FM in super/structure for one brick thick i/c supply of all materials labour T&P etc. required for proper completion of the work. (S.I. No. 303+309+310)

Plain Cement concrete with 2.0cm gauge stone grit approved Coarse sand & Cement in proportion of 4:2:1 i/c supply of materials, labour and T&P etc. required for proper completion of the work (S.I. 279A)

Cast cement concrete door sills chaukhats boundary posts, shelves and smimilar samll work with cement approved coarse sand and 2 cm stone grit in proportion of 1:2:4 excluding supply of reinforcement and its bending but including tis fixing and binding the same with 24 BW G.I binding wire and including all materials, labour T&P etc. required for proper completion of the work (S.I. No. 282)

R.C.C. work in 1:2:4 in cement coars sand & 2.0 cm gauge stone grit in lintels, sunheds excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 283)

M-150 Class brick work in 1:3 cement and coarse sand in super structure for half brick wall i/c supply of all materials labour T&P etc. required for proper completion of the work. (S.I. No. 307A+309+310A)

R.C.C. work in 1:1.5:3 in cement coars sand & 2.0 cm gauge stone grit in Slab excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 284A)

R.C.C. work in 1:1.5:3 in cement coars sand & 2.0 cm gauge stone grit in lighter beam heaving span upto 6mtr. excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 285)

R.C.C. work in 1:2:4 in cement coars sand & 2.0 cm gauge stone grit in raft foundation and footing with 40mm gauge stone ballast excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 287)

M.S. or Iron work of fabrication of doors and window frame including cost of Hings to be issued deppt. Wrought to required from i/c supply of shall bolts nuts and wastage etc and their fixing required for proper completion of the work. (S.I. 502-b)

M.S. (Tor steel or plain) in plain work such as R.C.C. or R.B. work in bending for proper shape and including supply of steel and including supply of steel and its wastage, authorized overlapping shall be measured (S.I. 504)

S/F of man or Mahaveer Z. Section double leaf i/c supply of all material, labour & T&P etc. (Sl 502 B)

Painting two coats over priming coat on wood or steel work surface with superior synthetic enamel paint of standard madke brushing given even shade and finished and i/c cleaning the surface of all drill dust and other foreign matter sand papering and strapping i/c cost of all material labour T&P req. for proper comp. of the work with one coat primer. S.I. No. Item No. 1+2+4(iii)

R.C.C. work in 1:1.5:3 in cement coars sand & 2.0 cm gauge stone grit in coloum excluding supply of reinforcement and its binding but its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering & supply of materials, labour and etc. required for proper completion of work. Binding wire to be supplied by the contractor free of cost. (S.I. 289)

12mm thick plaster 1:3 in cement and coarse sand of 2.40 F.M. over brick work thickness not less than 1 cm i/c supply of all material labour T&P etc. reqd. for proper completion of the work. (S.I. 583 (D))

Add extra cost of labour and material for rough face (S.I. 596)

12mm thick plaster 1:4 in cement and coarse sand of 2.40 F.M. over brick work thickness not less than 1 cm i/c supply of all material labour T&P etc. reqd. for proper completion of the work. (S.I. 584)

Three coats of white washing i/c supply of all material labour T&P etc. reqd. for proper completion of the work S.I. 673

4 cm thick P.C.C. floor with cement and coarse sand and stone grit laid in pannels in 1:2:4 finished with 3mm neat cment coat and removing over laping mortar at the joint of the panels if any and given then uniform finish i/c supply of all material labour T&P etc. reqd. for proper completion of the work but without base concrete. (S.I. No. 605)

2 cm thick cement plaster in dado or in skiting one part of cement and three part of coarse sand finished with 3mm neat cement floating coat i/c supply of all material labour T&P etc. reqd. for proper completion of the work.New Itam no 1 Chapter n0 13

Supply of glass strips 3.5 cm depth 4.00 mm thick complete (only material rate because fixing rate already add in flooring item.) 631 (b)

Providing of 100mm P.V.C. Down pipe 6 kg/Sqem heavy quality I.S.I. marked to complete with rose heads bends M.S. clamps 2.50 cm x 3 cm fixed to walls by 15 cm long 6 mm dia-nails and including repair of plaster pointing etc. if damaged during fixing of the pipes including cost of all materials labour T&P etc. required for proper completion of the work. S.I No. 730(A)

Providing and laying brick bat coba water proofing treatment with minimum thickness of 75mm at Khura and minimum top slope of in 80 over the existing cleand R.C.C. roof slab spread with acrylic polymer water proofing cornpounds laid over the prepared suface a alyer of 100mm thick (Minimum average) Brick bats coba laid over the mortar layer to get required gradient for adequate drainage the voids between bricks bats are to be kept between 15mm to 20 mm wide these joints are to be filled with acrylic cement mortar 1:4 (1 cement 4 sand) including giving guarantee of 10 years written gurantee on stamp paper testing etc. on complete as per specification drawing and direction of E/I. New stem no. 3 Chapter no. 11

Earth filling in plinth i/c supply necessary quatity of earth from a distance of 8 Km from the site of work cut side the market yard and i/c wastering dressing etc. reqd. i/c supply of all material, labour T&P etc. reqd. for proper completion of work. (8km distance)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (S.I. 255)

Making expension joint with 24 gauage 25 cm wide aluminium sheet of 20mm wide tarfelt fix with the termatic in roof of floor filling joint with approved bilumen 30/40 as per direction of I/C including supply of all material & labour & T&P etc. required for completion of work. (S.I. No. 547)

Supply and laying one layer of tarfelt or any other equivlant approved material over roof as per direction of E/I including necessary overlap giving a coat of approved mastic paint of the bottom and top of tarfelt spreading of necessary quantity of approved caorse sand or small size grit and I/C including supply of all material & labour & T&P etc. required for completion of work. (S.I. 545)

Fabrication of iron grill/stair case railing complete i/c supply of all materials labour T&P etc reqd. for completion of work. (S.I. 502 C)

Providing and injecting of chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under all around the column pots wall trenches Basement excavation top surface of plinth filing junction of wall and floor along external perimeter of building expansion joint surrounding of pipe and conduit etc. Complete (Plinth area of the building at ground floors only shall be measured as per I.S. 6313 part II 1981) adlrine emulsigicable concrete or any other approved material such as Happrachlar or chlordane will be used the rate of application of chemical emulsion shall be as follows - Treatment for masonry and foundation 6 litre/Sqm. Back fill in immediate contact with foundation 7.5 litre/Sqm. Treatment of T&P surface of plinth filling 6 litre/sqm. Treatment junction of wall and the floor 7.50 lit/sqm. Treatment of soil along external perimeter 6 lit/sqm. Treatment of soil along under apron external perimeter 6 lit/Sqm. (Chapter-8 Antitermite treatment new items)

Mild steel irons work in small size and section such as holding dwon bolts, hold fast etc. throught to required from including supply of steel bolts, nut, wastage etc and their fixing required for proper completion of the work. (S.I. No. 502)

Making construction joint in terraced roof in Parapet type including supply of all material & labour & T&P etc. required for completion of work. (S.I. No. 540)

Supply and fixing rolling shutter of 18 gauge appd. Make made of 80 x 1.25mm (3" x 8") Cold rolled M.S. Lathe interlocked through there entire length and joints together at the end by locks and mounted on specially designed pipe shafts with brackets ride guides and arrangements for in side and outside locking will pull and push operation complete. (S.I. 520)

Providing and fixing of 27.5 cm long wire spring grade II for rolling shutter complete (S.I.521)

Providing and fixing top cover for rolling shutter made of 18 gauge M.S. Sheet (S.I. 522)

Provinding and fixing ball bearing I.S.I marked i/c supply of all material labour T&P etc reqd. for proper completion of the work as per direction by E/I (S.I. 523)

P/F of 6mm thick plain A.C. sheet in cement concrete joints roads as approved by E/I including supply of all materials, labour T&P etc. complete.

Painting letters upto 15cm size complete with super high grade enamel paint such as (shalimar, Nerolec or Jonson and Nicholson Paint) including supply of materials, labour and T&P etc. required for proper completion of the work. (S.I. No. 819)

Painting border line upto 2.50cm width super high grade enamel paint including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 836(a))

Supply and fixing of 5.5 mm thick glass panes with necessary fittings for "Z" section i/c supply of all materials labour T&P etc. reqd. for proper completion of work. Material Stem No. 4(A)

Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.300 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

P/L dense graded bitumen macadam with 100-120 TPH barch HMP providing an average out put at 75 tonner per hour using gured agrregattes of specfifide of Specified groding premixed with bituminous binder 4.5% percent by weight of total Mix tiller, Iron sporting the hot Mix to work site laying with hydrostatic paver finished with sensor control to the required with sensor control to the required grade level and digment rolling with smooth wheeled vibratory and tender rallers to achive the desired compaction clause No.507 complete in all respects.

Providing & Laying bituminous concrete with 100-120 TPH back type TPH producing an average output of 75 t/h using crushed aggregates of specified grading premixed with bituminous binder @5.40 to 5.60 by mix and filler transporting the hot mix to work site laying with a hydro statics pavour finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respects.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/colur using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater. driven by experienced operator on oad surface including cost of material, labour T&P cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specification. 16.62

Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item. A-0 To 30

Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item. B-30 To 45

Hand boring with 150mm. Dia causing pipe in all type strota including cartage of T&P etc. Handling, Loading, unloading into the truck, Excavation and dismantling of T&P after lowering all complete required including hiring of T&P etc. complete item.C-45 To 60

Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete A-0 to 30

Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete B-31 to 45

Lowering of housing assembly of 110 x 63 mm outer dia PVC pipe 63 mm strainer ribbed upto depth og boring i/c cartage of material of site of work and T&P labour etc all complete C-45 to 60

Instalation of India Mark-II hand pump assembly with 32mm dia "B" class GI pipe ISI mark riser of 24m length 12mm dia rier rod and development of hand pump required proper development of hand pump.

Embossing the details of Hand pump installation per department instruction over the hand pump assembly complete.

Construction of cement concrete platform for hand pump as per dia 1.85 m including supply of all material, labour T&P etc. required for proper completion of the work as per direction E/I.

Construction of drain as per type design for an platform upt existing natural drainage including supply of all material, labour T&P etc. required proper completion of the work.

Material Hand pump Machine Set Complete.

Material Suppy of 110 mm dia PVC pipe 6 kg/cm2 (ISI mark)

Material Suppy of 63mm dia PVC pipe 6 kg/cm2 (ISI mark)

Materia Suppy of 63mm dia PVC ribbed strainer 3.0 Mtr. Long with blind pipe (Jali)

Material Supply of 110-63 mm. dia P.V.C. reducer heavy duty.

Supply of 32mm dia B Class G.I. Pipe medium quality I.S.I. Mark.

Instalation of India Mark-II hand pump Machine heavy duty I.S.I. Mark over the bore hole as per instruction of E/I including supply of all component all material labour T&P etc. required for proper completion of the work.

Cost of Coarse for filling aro

und strainer.

Filling of bentonite between bor hole and kaising pipe.

Cartage of Hand pump machine pipe strainer etc. upto site of the work.

Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total work amount of Item 1 to 10 Maintainance of first Year @ 0.00% of Total Work Amount of CC Area

Maintainance of Second Year @ 0.25% of Total work Amount of CC Area

Maintainance of Third Year @ 0.50% of Total work Amount of CC Area

Maintainance of Fourth Year @ 0.75% of Total work Amount of CC Area

Maintainance of Fifth Year @ 1.00% of Total work Amount of CC Area