Central Mine Planning And Design Institute Limited-CMPDI has published Tender For Civil - Roads And Bridges:-Road From Abali To Hollokbari. Submission Date for this Tender is 02-08-2019. Civil Work Tenders in From Abali village Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Setting out. setting out the alignment | |||
| 2 | 1.01 | (a) Construction of Bench Mark, Reference Piller, Job Pillar as per drawing and specification. | BI01010001010000000000000515BI0100001587 | 15 | each |
| 3 | 1.02 | (b) 1.00 KM reference bench mark and working bench mark. | BI01010001010000000000000515BI0100001588 | 3 | Km |
| 4 | 1.03 | (c ) Reference Piller | BI01010001010000000000000515BI0100001589 | 3 | Km |
| 5 | 1.04 | (d) Providing and fitting fixing of bamboo (1st class) 85mm to 100 mm dia 2.00 m long including driving the pegs up to 60 cm depth and marking with paint, sharpening the bottom maintaining the lines etc complete. | BI01010001010000000000000515BI0100001590 | 150 | each |
| 6 | 1.05 | Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means. In area of non-thorny jungle. | BI01010001010000000000000515BI0100001591 | 4.5 | Hect |
| 7 | 1.06 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001592 | 34072.7 | Cum |
| 8 | 1.07 | Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001593 | 1894.97 | Cum |
| 9 | 1.08 | Granular Sub-base with Well Graded Material (Table 400.1). 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. By Mix in Place Method | BI01010001010000000000000515BI0100001594 | 2114.5 | Cum |
| 10 | 1.09 | WBM Grading 3. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means. | BI01010001010000000000000515BI0100001595 | 752.57 | Cum |
| 11 | 1.1 | Prime Coat. Low porosity, 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001596 | 10034.2 | Sqm |
| 12 | 1.11 | Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001597 | 10034.2 | Sqm |
| 13 | 1.12 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I, By Manual means | BI01010001010000000000000515BI0100001598 | 10034.2 | Sqm |
| 14 | 1.13 | Seal Coat. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means, Case - III : Type C, Bitumen (S-90) | BI01010001010000000000000515BI0100001599 | 10034.2 | Sqm |
| 15 | 1.14 | CD (CROSS DRAINAGES) | BI01010001010000000000000515BI0100001600 | ||
| 16 | 1.15 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | BI01010001010000000000000515BI0100001601 | 381.85 | cum |
| 17 | 1.16 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001602 | 18.6 | cum. |
| 18 | 1.17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [P.C.C. grade M 20 Nominal mix (1:2:4)] | BI01010001010000000000000515BI0100001603 | 8 | cum. |
| 19 | 1.18 | Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ], Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | BI01010001010000000000000515BI0100001604 | 24.9 | cum |
| 20 | 1.19 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar] | BI01010001010000000000000515BI0100001605 | 166.8 | cum. |
| 21 | 1.2 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia] | BI01010001010000000000000515BI0100001606 | 37.5 | mtr |
| 22 | 1.21 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001607 | 8.65 | cum |
| 23 | 1.22 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material] | BI01010001010000000000000515BI0100001608 | 111.45 | cum |
| 24 | 1.23 | 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 | BI01010001010000000000000515BI0100001609 | 80 | nos |
| 25 | 1.24 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | BI01010001010000000000000515BI0100001610 | 51.25 | cun |
| 26 | 1.25 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20] | BI01010001010000000000000515BI0100001611 | 14.25 | cum. |
| 27 | 1.26 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001612 | 1.15 | ton |
| 28 | 1.27 | Item :RCC Bridge 15 Mtr. Span (AS per IRC SP-20-2002) | BI01010001010000000000000515BI0100001613 | ||
| 29 | 1.28 | 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. | BI01010001010000000000000515BI0100001614 | ||
| 30 | 1.29 | I) Ordinary soil, (i)Upto 3 m depth | BI01010001010000000000000515BI0100001615 | 520.42 | Cum |
| 31 | 1.3 | II) Below Water level, (v) Marshy soil | BI01010001010000000000000515BI0100001616 | 521.37 | Cum |
| 32 | 1.31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I)P.C.C grade M 10, (I)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001617 | 42.35 | Cum |
| 33 | 1.32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15, Nominal mix 1:2.5:5 (Hand mixing). | BI01010001010000000000000515BI0100001618 | 857.19 | Cum |
| 34 | 1.33 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C grade M 15, Nominal mix 1:2.5:5 (Hand mixing). P.C.C grade M 20. | BI01010001010000000000000515BI0100001619 | 8.66 | Cum |
| 35 | 1.34 | 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. | BI01010001010000000000000515BI0100001620 | 192 | Cum |
| 36 | 1.35 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (i) Granular material. | BI01010001010000000000000515BI0100001621 | 210.76 | Nos. |
| 37 | 1.36 | Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001622 | 6.17 | Mt |
| 38 | 1.37 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1. | BI01010001010000000000000515BI0100001623 | 90000 | CuCm |
| 39 | 1.38 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001624 | 11.14 | Mt |
| 40 | 1.39 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m, (iv) R.C.C. grade M 25. | BI01010001010000000000000515BI0100001625 | 115.13 | Cum |
| 41 | 1.4 | Drainage spouts complete as per drawing and technical specifications Clause 1209. | BI01010001010000000000000515BI0100001626 | 24 | Nos. |
| 42 | 1.41 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. | BI01010001010000000000000515BI0100001627 | 8.12 | Cum |
| 43 | 1.42 | Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3 | BI01010001010000000000000515BI0100001628 | 15 | Rmtr |
| 44 | 1.43 | Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | BI01010001010000000000000515BI0100001629 | 15 | Rmtr |
| 45 | 1.44 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pe | BI01010001010000000000000515BI0100001630 | 50.04 | Mtr |
| 46 | 1.45 | SH : Traffic Signs | BI01010001010000000000000515BI0100001631 | ||
| 47 | 1.46 | Retro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | BI01010001010000000000000515BI0100001632 | 4 | each |
| 48 | 1.47 | Retro-reflectorised Traffic Signs : Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001633 | 2 | each |
| 49 | 1.48 | Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. | BI01010001010000000000000515BI0100001634 | ||
| 50 | 1.49 | (i) Ordinary Kilometer stone. | BI01010001010000000000000515BI0100001635 | 3 | each |
| 51 | 1.5 | (ii) 200 m stone (precast). | BI01010001010000000000000515BI0100001636 | 12 | each |
| 52 | 1.51 | Providing and Fixing 'Logo' of PMGSY Project : 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 | BI01010001010000000000000515BI0100001637 | 1 | each |
| 53 | 1.52 | Providing and Fixing PMGSY Logo Board at starting point : Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | BI01010001010000000000000515BI0100001638 | 2 | each |
| 54 | 1.53 | Providing and Fixing of Citizen Information Board (For Section-1) : Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | BI01010001010000000000000515BI0100001639 | 1 | each |
| 55 | 1.54 | Routine Maintenance | BI01010001010000000000000515BI0100001931 | ||
| 56 | 1.55 | First Year | BI01010001010000000000000515BI0100001932 | ||
| 57 | 1.56 | Second Year | BI01010001010000000000000515BI0100001933 | ||
| 58 | 1.57 | Third Year | BI01010001010000000000000515BI0100001934 | ||
| 59 | 1.58 | Fouth Year | BI01010001010000000000000515BI0100001935 | ||
| 60 | 1.59 | Fifth Year | BI01010001010000000000000515BI0100001936 |
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