Maintenance of Internal Road by Hotmix Plant, Repairing and Maintenance of Kisaan Sewa Kendra, Maintenance of Drain in Various Place and Laying of Interlocking Tiles infront of shakari bank,at NMY Etah.

Part A - Providing and laying dense graded bitumenious macadam with 100-120 TPH batch type HMP producing and average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transeporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rolllers to achieve the desired compaction as per MoRT&H Specification Clause 507 Complete in all respects. MORT&H Page no 132 Part A

Providing and Laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tande, rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respect. Part A

Making criss line on old painted surface as per direction of E/I including all labour and T&P Tool & plant Part A

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(4.8-3) Part A

Providing and applying primer coat with Bitumen VG 10 on prepared surface of granular base including cleaning of road surface and spreding primer at the rate of 0.60kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 hrs before the application of bituminous course including all Taxes, Material, Labour, T&P etc. required for proper completion of the work. as per MORD Specification No. 502 Part A

Providing and applying Tack coat with bitumen VG-10 using bitumen pressuredistriutor at the rate of 0.30kg/sqm on the prepared primed granular/old painted surface, cleaned with Machanical broom including all Taxes, Material, Labour, T&P etc. required for proper completion of the work, as per MORD specification No. 503 (Rates Including of Bitumen VG-10) Part A

Providing and applying 2.5 mm thck road marking strips (retroreflective) of specified shade/colour using hot thermoplastic material by fuly/semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced DSR nO. 16.262 DSR 2023 Part A

Part B -Dismantling existing plaster including disposal of refuse as directed by Engineer-In-Charge within a distance of 60 meters. SI 706 Part B

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) (II) 1:4 (1 cement : 4 Coarse sand) DSR 13.4.1 Part B

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick DSR 11.26.1 Part B

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges with necessary screws, Steel Handels, Siliding bolt, Door Stopper and tower bolt. (A) 30mm thick DSR 9.21Part B

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on old work including cost of all material, Labour, T&P etc. complete required for proper completion of the work. DSR 13.61.1 Part B

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on old work including cost of all material, Labour, T&P etc. complete required for proper completion of the work. DSR 13.61.1 Part B

Providing and fixing glazing in Z-section, windows, doors, ventilator shutters and partitions etc. with Glass putty/beading etc. complete. i) With float glass panes of 4.0 mm thickness DSR 21.3.1 Part B

Distempering (Two coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of all material, Labour, T&P etc. complete required for proper completion of the work. SI 650 Old Surface Part B

Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 13.46.1 Part B

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore DSR 18.51.1 Part B

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore DSR 18.52.1 Part B

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 25 mm nominal bore DSR 18.17.1 Part B

Providing and fixing uplasticised PVC connection pipe with brass unions: (a) 30 cm length ii) 20 mm nominal bore DSR 18.21.1.2 Part B

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete: i) 300×10mm 9.97.1 Part B

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: i) 125mm DSR 9.100.1 Part B

Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete: i) 125×64×2.50 mm DSR 9.71.1 Part B

Part C - Dismantling of B.O.E soling/Inter locking tiles Including Stacking of serviceable material and disposal of unserviceable materials within a lead of 50m as per direction of EI/C (Labour only) 19 New Part C

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m n depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including lift 1.5m and lead 30m the earth inform of cutting to be used as spoil banks within 50m distance as directed by the E/I . S.I. No 253 (a) Part C

Brick soling with straight overburnt bricks laid flat (Labour rate only) including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and dincluding labours, T&P etc. required for proper completion of work. SI. No. 762 (a) Part C

Brick soling with straight overburnt bricks laid flat complete including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I. 5 to 7 or sand over the entire surface and dincluding labours, T&P etc. required for proper completion of work. SI. No. 762 (a) Part CC

Recived Brick bats after brick edging (deduct) Part C

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Coarse sand : 12 Graded stone aggregate 40mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. PWD SOR SI 273 A Part C

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level SI 279 Part C

Supply & laying of I shaped precast Interlocking tiles of thickness 100mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complet work. Part C

Part D - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 Part D

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level SI 279 Part D

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) (II) 1:4 (1 cement : 4 Coarse sand) DSR 13.4.1 Part D

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). DSI 692 Part D

Part E- Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (SI. No. 251) Part E

Concrete with the 4.00 cm gauge brick ballast fine sand of 1.25 finess modules and cement in the proporation 12:6:1 in foundation and uder floor Including supply and material all completion of the work (SI. No. 273) a Part E

M- 150 brick work in 1:6 cement and approved Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. Required for the proper completion of work(SI No. 307A) Part E

Earth filling in the plinth including supply of necessary quantity of sand from a distance not exceeding 5Kms. From the site of work and including watering, dressing etc. rate to include cost of all material labouf T&P etc. Required for proper completion of work. (Rate of Analysis) SI No. 2.25A Part E

12 mm thick plaster with cement and approved coarse sand in 1:4 over brick work minimum thickness not be less than 10m all completion of work (SI No.584) Part E

R.C.C work with cement approved coarse sand and 2cm. Gauge approved stone grit in proportion of 1:1:5:3 (1 cement :1.5 coarse sand (FM2.20-3.60) 3stone aggregate20mm) in RCC Plinth band excluding supply for reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. requireed for proper completion of work. Binding wire of supplied by the contractor free of cost. SI.No.5.1.2 Part E

12 mm thick plaster with cement and approved coarse sand in 1:4 over brick work minimum thickness not be less than 10m all completion of work (SI No.584) Part E

R.C.C work with cement approved coarse sand and 2cm. Gauge approved stone grit in proportion of 1:1:5:3 (1 cement :1.5 coarse sand (FM2.20-3.60) 3stone aggregate20mm) in RCC Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. requireed for proper completion of work. Binding wire of supplied by the contractor free of cost. SI.No.5.3 Part E

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

Supply and fixing of 6mm thick china white Glazed tiles in dedo or skirting laid with 1:3 cement and course sand mortar finished with white cement slurry jointing and polishing complete as per SI No. 628 Part E

Providing and laying vertified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08%and conforming to IS:15622 of approved make in akk colours and shades, laid on 20mm thick cement mortar 1:4 (1cement 4 coarse sand) including grouting the joints with white cement and matching pigments etc, complete size of Tiles 60x60 cm. Chp. No.14 New item No.4 Page No.29 DSR 2021 SI NO 11.41.4 Part E

Providing wall putty on new surface with approved quality of materials i/c all completed SI No. Chapter No. 15 new item SI No 13.26 Part E

Chequerred precast cocrete tiles 22mm thick in footpath and courtyard joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 22 mm thick bed of cement mortar 1:4 (1cement: 4 course sand) DSR Vol-01 item 11:20 Part E

Cement concrete flooring in 1:2:4 cement : 2 coarse sand (F ,M,2.20-3.60): 4 graded stone aggregate 20mm nominal size laid in panels finishing with 3mm floating cot of neat cement or cement and marbel dust in 5:1 as specified over and for 25mm thick. Part E

Finishing wall with over a priming coat of water superior quality water proof cement weather paint/coat of appd. Make and quality on new work with three coats to give an even shade i/c preparing surface by through cleaning and sand papering and supply of all material labour T&P etc reqd. for proper completion of the work. Chapter No. 15 NewStorm No. SI No 660-662 Part E

Providing concelead CPVC pipe 20mm dia complete with pvc fiting including cuting and making good the walls as per DSR/18/8.2 Part E

supply and fixing of 10 cm internal dia P.V.C. down pipe everest or charminar make or any standard company complete with bands with door at top and plain at bottom and granting and including supply of necessary M.S clamps 2.5 cm x 3 mm dia nuts and bolts including washers of required size, all materials, labour and T&P etc. reqire for proper completion of the work and also including repair of plaster, pointing etc. if damaged during fixing of the pipe. As per item No.730 above but pipe, 6 Kg/per sq.cm. pressure 10 cm Dia (interned) SI NO 730 Part E

providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore. Extra Item 18.50.1 Part E

providing and fixing C.P. brass stop cock (concealed) of standard desgn and of approved quality comforting to IS 8931 15 mm nominal 18.52.1 Part E

providing and placing on terrace (at all floor levels) polythylene water storage tank ISI:12701 marked with cover and suitable locking arrangement and making necessary holes for intet, outlet and overflow pipes but without fittings and the base support for tank.Part E

Maintainance of First Year (@0.00% of Total Work Amount of Part A + C

Maintainance of Second Year (@ 0.25% of Total Work Amount of Part A + C

Maintainance of Third Year(@0.50% of Total Work Amount of Part A + C

Maintainance of Fourth Year (@0.75% of Total Work Amount of Part A + C

Maintainance of Fifth Year (@1.00% of Total Work Amount of Part A + C

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