Pradhan Mantri Gram Sadak Yojana-PMGSY has published Construction Of Road From L044- New Seppa Pakoti Pwd Road To Hambapinda ( Stage -Ii ) Stage Ii Work. Submission Date for this Tender is 30-09-2019. Road Work Tenders in HambaPinda Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: C/O Road from New Seppa-Pakoti PWD Road to Hamba Pinda (Stage-II) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 2 | SUB-HEAD:- EARTHEN SHOULDER | BI01010001010000000000000515BI0100001112 | ||
| 2 | 3 | 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 | BI01010011010000000000000515BI0100001113 | 1336.01 | Cum |
| 3 | 4 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. \n (i)For Grading I Material | BI01010011010000000000000515BI0100001114 | 10290.8 | Cum |
| 4 | 5 | SUB-HEAD:- WBM Grading-III 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 in static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405 i) By Manual Means | BI01010011010000000000000515BI0100001115 | 3525.03 | Cum |
| 5 | 6 | Prime Coat (Medium porosity) Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502 .ii) Medium Porousity | BI01010011010000000000000515BI0100001116 | 47000.4 | Sqm |
| 6 | 7 | Tack Coat Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.20 to 0.25 kg/sqm on the prepared bituminus surface cleaned with hydraulic broom as per technical specification clause 503. | BI01010011010000000000000515BI0100001117 | 47000.4 | Sqm |
| 7 | 8 | 20 mm thick open graded primix carpet using 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. | BI01010011010000000000000515BI0100001118 | 47000.4 | Sqm |
| 8 | 9 | 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 | BI01010011010000000000000515BI0100001119 | 47000.4 | Sqm |
| 9 | 10 | SUB-HEAD:- CRM side Drain Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside plastering in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge. | BI01010011010000000000000515BI0100001120 | 2250 | Mtr. |
| 10 | 11 | SUB -HEAD : -SETTING OUT | BI01010011010000000000000515BI0100001121 | ||
| 11 | 12 | Providing and fitting/fixing of Bamboo batter peg with Bamboo (1st Class) 85 mm - 100 mm dia, 2.0 m long including driving the peg upto 60 cm. depth and marking with paint, sharpening the bottom portion and maintaining the lines etc. complete. | BI01010011010000000000000515BI0100001122 | 250 | Each |
| 12 | 13 | Construction of reference pillar/back pillar/bench mark/job pillar as per drawing and specification. | BI01010011010000000000000515BI0100001123 | 35 | Each |
| 13 | 14 | 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 | BI01010011010000000000000515BI0100001124 | 1 | Nos |
| 14 | 15 | Providing and Fixing Title information Board of PMGSY Project(RCC) 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. | BI01010011010000000000000515BI0100001125 | 1 | Nos |
| 15 | 16 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"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. | BI01010011010000000000000515BI0100001126 | 1 | Nos |
| 16 | 17 | 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 | BI01010011010000000000000515BI0100001127 | 18 | Nos |
| 17 | 18 | Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.\ni) Diversion one km ahead | BI01010011010000000000000515BI0100001128 | 2 | Nos |
| 18 | 19 | ii) Road ahead closed | BI01010011010000000000000515BI0100001129 | 2 | Nos |
| 19 | 20 | llI) Men at work | BI01010011010000000000000515BI0100001130 | 4 | Nos |
| 20 | 21 | lv) Road Closed | BI01010011010000000000000515BI0100001131 | 2 | Nos |
| 21 | 22 | v) Stop | BI01010011010000000000000515BI0100001132 | 2 | Nos |
| 22 | 23 | vi) Slow | BI01010011010000000000000515BI0100001133 | 2 | Nos |
| 23 | 24 | Kilometre Stone\nReinforced 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\ni) 5th Kilometre Stone (precast) | BI01010011010000000000000515BI0100001134 | 3 | Nos |
| 24 | 25 | ii) Ordinary Kilometer Stone (Precast) | BI01010011010000000000000515BI0100001135 | 13 | Nos |
| 25 | 26 | Maintenance | BI01010011010000000000000515BI0100001136 | ||
| 26 | 27 | Maintenance for First Year | BI01010011010000000000000515BI0100001137 | ||
| 27 | 28 | Maintenance for Second Year | BI01010011010000000000000515BI0100001138 | ||
| 28 | 29 | Maintenance for Third Year | BI01010011010000000000000515BI0100001139 | ||
| 29 | 30 | Maintenance for Fouth Year | BI01010011010000000000000515BI0100001140 | ||
| 30 | 31 | Maintenance for Fifth Year | BI01010011010000000000000515BI0100001141 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
