Public Works Department-PWD has published Construction Of R . C . C . Gutter And Improvement Of Road From Iswar Manilal House To Trible Co . Opp Housing Society In Kadaiya G . G . Panchayat , Nani Daman . . Submission Date for this Tender is 23-07-2020. Road Repair Tenders in Daman Daman And Diu. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of R.C.C. Gutter and improvement of road from Iswar Manilal house to Trible Co. opp Housing society in Kadaiya G.G.Panchayat, Nani Daman. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Items : | |||
| 2 | 1.01 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum | item1 | 1281.12 | cu.m |
| 3 | 1.02 | Filling in foundation & plinth with rubble in layers of 20cm. thickness incl. watering ramming & consolidating etc. comp. | item2 | 188.72 | M3 |
| 4 | 1.03 | Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) | item3 | 131.57 | cu.m |
| 5 | 1.04 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters .600mm dia. | item4 | 25 | R.mt |
| 6 | 1.05 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters (i) 300mm dia. | item5 | 10.77 | R.mt |
| 7 | 1.06 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) Conventional (upto 10 ton) | item6 | 7.25 | M3 |
| 8 | 1.07 | Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in Cement mortar 1:3 (1-cement:3-sand) | item7 | 11.74 | M2 |
| 9 | 1.08 | Providing formwork with steel sheet so as to give a fair finish including cantering shuttering strutting and propping etc. Height of propping and cantering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. Foundations Footings Bases of Columns etc. and Mass concrete. | item8 | 330 | M2 |
| 10 | 1.09 | Providing formwork with steel sheet so as to give a fair finish including cantering shuttering strutting and propping etc. height of propping and cantering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton) | item9 | 1650 | Kg |
| 11 | 1.1 | Providing formwork with steel sheet so as to give a fair finish ordinary timber planking so as to give a rough finish including cantering shuttering strutting and propping etc. Height of propping and cantering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. Flat surfaces such as soffits of suspended floor roof slabs Landings and the like. Floors etc. above 200mm in thickness. | item10 | 505.72 | M2 |
| 12 | 1.11 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in Foundations, footings, Base of columns and Mass concrete. | item11 | 74.25 | M3 |
| 13 | 1.12 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in Walls, from top of foundation level upto floor two level (upto 10 ton) | item12 | 165.75 | M3 |
| 14 | 1.13 | Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton) | item13 | 0.7425 | M3 |
| 15 | 1.14 | Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level | item14 | 312.75 | Kg |
| 16 | 1.15 | Dispossing of Excavated earth by mechanical transport including loading, unloading and stacking with all Lead and lift Upto 2 K.m. | item15 | 6.1875 | M3 |
| 17 | 1.16 | Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directd within 500 meters form the end of cuting with all required lead and lift | item16 | 120 | M3 |
| 18 | 1.17 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers to required dry density including filling he depression which during the process using power roller 8T to 10T (E) from borrow area within 3.00 Km lead | item17 | 36 | M3 |
| 19 | 1.18 | Providing and Laying of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge. | item18 | 232 | M3 |
| 20 | 1.19 | Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using drum mix plant producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-30) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratoryto achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.30 gms / cm3) | item19 | 276 | MT |
| 21 | 1.2 | Providing and laying evenly priming coat using low viscocity liguid btuminious emulsion of IS 8887 materilas at the rate of 7.5KG/10 Sq.M on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials. | item20 | 2400 | M2 |
| 22 | 1.21 | Providing and laying 25 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-30 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using drum mix plant including heating and mixing asphalt & materials by drum mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. (Assume density = 2.40 gms / cm3) | item21 | 144 | MT |
| 23 | 1.22 | providing and laying asphalt painting on B.T. surface with bitumen grade 80/100 at the rate of 5.00 kg/10 Sqm by mechanical spreyar and spreading the stone dust on prepared surface aty the rate of 0.03 Cum/10 Sqm and rolling with smoot wheeled penumatic roller and brushing etc complete. | item22 | 2400 | M2 |
| 24 | 1.23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm. Area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level uniform and free from streaks and holes other | item23 | 120 | M2 |
| 25 | 1.24 | Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ..................... | item24 | 2 | No.S |
| 26 | 1.25 | Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade) | item25 | 120 | Nos. |
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