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| 1 | (1) Road at Saratpally Starting from Renu Singh Petrol Pump to E&D Dyke (Barak River) and Construction of both side covered Drain (Phase-1), Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 2 | RELAYING OF EXISTING ICBP |
| 3 | (DRAIN LEFT SIDE+RIGHT SIDE) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 I By Manual Means (b) Cement Concrete |
| 4 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A.With crushed Stone,II. P.C.C grade M 15,Nominal mix (1:2.5:5) |
| 6 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,A. With Crushed Stone,III. RCC Grade M 20,i) For height upto 5 m |
| 8 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8,I Granular material |
| 9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 10 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801. 800mm x 600mm rectangular |
| 11 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 12 | Utility shifting |
| 13 | (2) RCC Drain at Das Colony (RHS Ch 0.00m to Ch. 175.00m & LHS Ch. 80.00m to Ch. 175.00m) starting from Silchar Hailakandi Road to Chincoorie Road via Panchayat Road Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(I) By Manual Means (c) Reinforced Cement Concrete |
| 14 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. In Ordinary soil (i) Upto 3 m depth |
| 15 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A With crushed Stone ( II). PCC Grade M15 Nominal mix 1:2.5:5. |
| 16 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar(SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 17 | Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. B. With Natural Gravel IV R.C.C Grade M20 Nominal mix (1:2:4) |
| 18 | Back filling behid abutment, wing wall & return wall complete as per drawigs and technical specification Clause 1204.3.8 (ii) Sandy materials |
| 19 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 20 | Providing steel R.S.Jst/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6Steel section Please Enable Macros to View BoQ information |
