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| 1 | Waiting/Rest Area (Hall)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. dsr-23-2.8 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 3 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel: |
| 5 | Brick work with common burnt clayF.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 6 | Brick work with common burnt clayF.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23- 6.4.1 |
| 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) dsr-23-6.13.2 |
| 8 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No.279-b |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinthlevel. Dsr-23-5.22.6 |
| 10 | 12 mm cement plaster of mix: (1:6)-DSR-23-13.4.1 |
| 11 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 12 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm DSR-21-11.41.2 |
| 13 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, DSR- 13.80 |
| 14 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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-23-13.46.1 |
| 15 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.mm thick with 20 mm nominal size stone aggregate-DSR-23-11.3.1 40 |
| 16 | Renovation Work of Existing Building & VerandaDemolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction ofEngineer-in-charge : In lime mortar. DSR-23-15.9.1 |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23- 6.4.1 |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement:4 coarse sand) dsr-23-6.13.2 |
| 20 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors asper SI.No. 279-b |
| 21 | 12 mm cement plaster of mix:(1:6)- DSR-23-13.4.1 |
| 22 | Providing and fixing Ist quality ceramic glazed wall tiles. DSR-23-8.31 |
| 23 | Supply and Fixing 20 mm thick Black Granite (Polised) in bigslab.DSR-23 |
| 24 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, DSR-13.80 |
| 25 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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-23- |
| 26 | Supply and Fixing Hand Rail and Bulustrade modular system passive SS-304 decorative Railing 900 mm th.SOR-22-23--Mat.No.21 |
| 27 | Supply and Fixing of MS Main Gate 4 mtr.x 1.80 mtr hight including painting etc complete |
| 28 | As per bill of quantity link roadSite Clearance |
| 29 | Excavation for roadwork in soil with hydraulic excavator 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 upto 1000m |
| 30 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 31 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 32 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 33 | Construction of U-Shape deep RCC drain |
| 34 | Construction of R.C.C. Cross Drain |
| 35 | Drinking Water Supply and Fixing Water Dispenser-RO (Stainless Steel Water Dispenser Inbuilt with 100 LPH Reversr RO Plant Storage Capacity 80 Liters Make: Water Sparks, Blue Stare, Voltas or equivalentas per direction of Engineer In charge. MR |
| 36 | Sign BoardEarthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m. dressing of sides and bottom and backfiling in trencher with excavated suitable material. (PWD SOR No. 251) |
| 37 | Providing and laying Cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. |
| 38 | First Class brick work in 1 : 6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materiais, labour and T & P etc. required for proper of the work |
| 39 | Providing and fixing of 18 mm thck marble stone slab black colour including lettering in golden colour |
| 40 | 12 mm Thick Plastering with cement mortar in Proportion of 1:2 Cement and Fine Sand of 1.25 |
| 41 | Supply & Fixing of 9mtr. Gl Octagonal Pole approved make (Top Dia 70 mm, Bottom Dia 150 mm And base Plate 12 mm Thick) Having 3 mm thickness with Single Arm Backet (1 Mtr. Length) On RCC Foundation Including The Cost of Foundation, Foundation Bolts, Excavation & Backk Filling And Required T&P Complete in all respect. PWD Schedule No -645. |
| 42 | S/laying of 25sp mm x 3.5 core aluminum counductor PVC insulated armored served sheathd cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete. In all Respects (PWD S.I. No. 501(1)) |
| 43 | S/F and laying of high gauge of 40 mm dia (HDPE)pipe for cable including in all for the protection of cable . MR. |
| 44 | Supply and fixing of LED Street light fitting having dia cost aluminum body and diffuser with driver set suitable for 110 to 130 watt confirming to IP-66 protection complete in all respect CAT-AAA PWD Sr. 1424 |
| 45 | Supply and burring of Safe Earthling Electrode T-19 (Hot Dip Galvanized Length up to 3000 mm, outer pipe 50mm inner Dia 25mm terminal Dia 12 mm outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 25mm x 3mm Gl strip up to switch board U.P.P.W.D. & C.P.R.l. Certfiied PWD Sh- No. 725(D) |
| 46 | Supply and erection or factor and wired metal clad dust and vermin proof floor mountain 63 amp capacity of automatic street light cubicla control pannet double doors painted with and corosive alkali and proof paints consisting of time switch TSO 100 series with contractors, HR fuses isolating swich, metering instruments and instruments boxes with CTS etc complete in all respect (PWD S.I. No. 801 A(i)) |
| 47 | S/W of sub main cable with 4 * 2.5 sq mm Pvc insulated three core copper conductor cable with Pvc conduct pipe including in all as (PWD S.I. No. 289(Q)) |
| 48 | Supply and fixing of fiber plate covered with PVC junction box Fitted with MCB and connector with backlight and jointer with required faxable cable to connection MCB & Light (MR) |
| 49 | S & F of 320 APM 415. Watt heavy duty double break HRC Fuse type Clad TPN Complete with HRC fuse etc. on angle iron frame complete in all respect. (PWD Shed. No. 348) |
| 50 | Supply and fixing of R.C.C Bench |
| 51 | S & F of fasad light |
