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| 1 | 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 (Sl No.251) |
| 2 | Concrete with the 4.00 cm gauge brick ballast fine sand of 1.25 finess modulus and cement in the proporation 12:6:1 in foundation and under floor including supply and material all completion of the work (SI No.273) |
| 3 | M- 150 brick work in 1:4 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 the work. (SI. No. 307A) |
| 4 | Earth filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. From the site of work and including watering, dressing etc. Rate to include cost of all material labour T&P etc. required for proper completion of work. (Rate of Analysis) |
| 5 | 12 mm thick plaster with cement and and approved coarse sand in 1:4 over brick work minimum thickness not be less than 10m all completion of the work (SI No.584) |
| 6 | 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 bandexcluding 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 meterials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by the contractor free of cost. SI No.283 |
| 7 | 12 mm thick plaster with cement and and approved coarse sand in 1:3 over brick work minimum thickness not be less than 10m all completion of the work (SI No.) |
| 8 | 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 meterials, labour and T&P etc. required for proper completion of work. Binding wire of supplied by the contractor free of cost. SI No.283 |
| 9 | 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) |
| 10 | Supply and fixing of 6mm thick china white Glazed tiles in dedo or skirting laid with 1:3 cement and course sand mortar finised with white cement slurry jointing and polishing complete as per SI No.628 |
| 11 | Providing and laying vitrified 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 all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement 4 coarse sand) including grouting the joints with white cement and matching plgments etc, complete size of Tiles 60x60 cm.Chp. No.14 New item No.4 Page No.29 DSR 2021 |
| 12 | Providing wall putty on new surface with approved quality of materials i/c all completed SI No. Chapter No.15 New Item 11 |
| 13 | Chequerred Precast cement concrete Tiles 22mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 22mm thick bed of cement mortar 1:4 (1cement: 4 coursesand) DSR Vol-01 item 11:20:1 |
| 14 | Cement concrete flooring in 1:2:4 cement : 2 coarse sand (F.M.2.20-3.60): 4 graded stone aggregate 20mm nominal sizelaid laid in panels finishing with 3mm floating coat of neat cement or cement and marble dust in 5:1 as specified over & for 25 mm thick. |
| 15 | Finishing wall with over a priming coat of water superior quality water proof cement weatherpaint/coat of appd. Make and quality on new work with three coats to give an even shade i/c preparing surface by thoroughly 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. (9+10) |
| 16 | Providing concealed UPVC pipe 20mm dia complete with PVC fiting including cuting and making good the walls as per DSR /18/8.2 |
| 17 | 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. clampls 2.5 cm x 3 mm dia nuts and bolts including washers of required size, all materials, labour and T&P etc. required for proper completion of the work and also including reqair 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 10cm Dia (interned) |
| 18 | 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. |
| 19 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved quality conforming to IS 8931 15 mm nominal bore |
| 20 | Providing and placing on terrace (at all floor levels) polyethylene 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. |
| 21 | Supply and fixing boring and loring for submersible and including machne of submersible. |
| 22 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 25 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 26 | Providing and applying tack coat with bitumen VG-10 gradeusing bitumen distributor at the rate of 0.25kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 27 | 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 digmentrolling with smooth wheeled vibratory and tender rallers to achive the desired compaction clause No.507 complete in all respects. |
| 28 | Providing and applying tack coat with bitumen VG-10 gradeusing bitumen distributor at the rate of 0.20kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 29 | 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. Analysis of Rate |
| 30 | Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.SI No.765 |
| 31 | Dismantling brick solling including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge with in a distance of 60 meter (200 feet).IS No. Chapt. 18/2 |
| 32 | Relaing B.O.E. brick solling on edge pavement on patries laid and dry joints filled with local sand. Sl. No.762B Chpt.20 |
| 33 | Supply and fixing 80 mm thick precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658- 2006 with a 4 cm thick layer of fine sand including cost of material, labour, T & P TAXES etc required for proper completion of the work as directed by Enginner-in-charge. (1) Grey Color. Chapter-21 ItemSOR Moradabad |
| 34 | M- 150 brick work in 1:4 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 the work. (SI. No. 307A) |
| 35 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:2:4 including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. as per SI No.279 |
| 36 | RCC Work with1:2:4 cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of rainforcement and its bending but including its fixing and binding the same with 24 BW GGI binding wire and including necessary centering and shuttering etc and supply of all materials labour T & P required for proper complition of the work. S.I. No. 283 |
| 37 | Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work S.I No-255A. |
| 38 | Mild Steel or Iron work in heavy size such as trusses, leutt up gates door frames etc including ctrilling holes riveting or welding and also including supply of steel bolts etc with their filing S.I No. 503 |
| 39 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287) |
| 40 | S/F of R.S.J size 200x100 mm wt. per Rm 25.40 kg fixing in position as per side including wastage cartage supply of completion of the work. Chepter No.10 New Item No.5 |
| 41 | Supply and fabrication of tubler trusses carting at site of work and fixing the same over RSJ including drilling holes and fixing including supply of all bolt and nuts westage labour T&P required for completion of the work. S.I. No. |
| 42 | Supply and fixing precoated galvanised iron profile (size shap and pitch of corrugation as approved by E.I) 0.50 mm (+ 0.05%) total coated thickness with zinc coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 MPasteel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, sheet sholud have protective guard film of 25 microns minimum to avoid scratches during tranportation and should be supplied in single length upto 12 metre or as desired by E/I. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required D.S.R 12.50 |
| 43 | S/F AC ridge with J or U bolt hooks and bitumen washer complete including supply of all materials Labour T&P etc.- S.I. No. 542 |
| 44 | M.S or iron work of small sizes and section as holding down bolts, hold fast tie rods grating etc wrought to required from including supply of steel bolts nuts eastage etc and their fixing required for proper complection of the work. S.I. No. 502 |
| 45 | Paintingor varnishing work in small areasor new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for propercompletion of the work paint to be used should confirm the ISI no103-1950 S.I. No. 641+642 |
| 46 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavementas per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. as per new Item 4og Ch 20 |
| 47 | Recovery of brick bat Material Chapt. No.1 Item No.2 (II) |
| 48 | 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 |
| 49 | Maintainance of Second Year @ 0.25% of Total work Amount of CC Area |
| 50 | Maintainance of Third Year @ 0.50% of Total work Amount of CC Area |
| 51 | Maintainance of Fourth Year @ 0.75% of Total work Amount of CC Area |
| 52 | Maintainance of Fifth Year @ 1.00% of Total work Amount of CC Area |
| 53 | Junior Engineer |
