Rural Works Department has published Tender For Construction Of Road And Bridge Work - Mrl-16 Road From Seppa To Laimoya. Submission Date for this Tender is 05-10-2023. Road Work Tenders in East Kameng Arunachal Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Setting Out |
2 | i) 1 km reference banchmark and working benchmark |
3 | ii) . Reference pillar |
4 | I) Construction of reference pillar/back pillar/bench mark/Job pillar as per drawing and technical specification |
5 | II) DPR preparation , survey & investigation for hill area |
6 | Pavement Construction |
7 | i) Construction ofearthen shoulder with approved material obtained from borrow pit 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 1000Mtrs as technical specification.................. |
8 | ii) 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
9 | iii) Cement treated Base Course (CTB) Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve therequirement... |
10 | iv) Item : (Prme Coat.) |
11 | Providing andapplyingofprime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 0.7 - 1.00 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity). |
12 | v) Item : Tack Coat. |
13 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
14 | vi) Item: Mix Seal Surfacing |
15 | Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumin 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 8-10 Kn static roller and finishing to required level and grade as per Technical Specification Clause 509. |
16 | i) Type A Bitumin (S-90) |
17 | Cross Drainage/ Minor bridge/Protection Work/drain |
18 | i) Earth work in excavationfor structure as per drawing and technical specification clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side and bottom and backfilling in trenches with excavation suitable materials. |
19 | Ordinary Soil upto 3 m depth |
20 | Ordinary Rock (not requiring blasting) |
21 | ii) Providingconcrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203. |
22 | PCC grade M10 1:3:6 ( Hand mixing). |
23 | iii) Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203. |
24 | (i) Course rubble masonry ( 1st sort ) In 1:4 cementmorter |
25 | (ii) Course rubble masonry ( 2nd sort) In 1:4cementmorter |
26 | iv) Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5RCC M 25 (1:1.5:3) |
27 | v) Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification.Clause -1002,1010&1202 |
28 | vi) Providing and laying reinforced cement concrete in Sub structure as per drawing and technical specification clauses 800,1205.4, 1205.5 1:2.5:5 (Hand mixing) |
29 | Abutment Capping |
30 | vii)Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8 |
31 | viii) 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 |
32 | I) R.C.C. grade M 20 |
33 | x) Drainage spouts complete as per drawing and technical specification clauses 1209. |
34 | I) R.C.C. grade M 20 |
35 | xii) Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
36 | xiii) Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacturers. |
37 | xiv) Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in SWG wire mesh of 10cm x 10cm (woven diagonally) 4 mm dia i/c lying properly the mesh by cutting the mouth. |
38 | Road signs and Furniture |
39 | Providing and Fixing PMGSY Logo Board at starting point |
40 | 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 qualityready mix paint. |
41 | Providing and Fixing Title information Board of PMGSY Project(RCC) |
42 | 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 qualityready mix paint. |
43 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A" |
44 | 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 qualityready mix paint. |
45 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot 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 |
46 | 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.Diversion one km ahead |
47 | Road ahead closed |
48 | Men at work |
49 | Road closed |
50 | Stop |
51 | Slow |
52 | KilometreStone |
53 | Reinforced cement concrete M15grade 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 |
54 | i) 5th Kilometre Stone (precast) |
55 | ii) Ordinary Kilometer Stone (Precast) |
56 | Routine Maintenance |
57 | First Year |
58 | Second Year |
59 | Third Year |
60 | Fourth Year |
61 | Fifth Year |
62 | GST |
63 | Add GST @ 18% |
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