Pradhan Mantri Gram Sadak Yojana-PMGSY has published Tender For Civil - Roads And Bridges :-Stage-Ii Work. Submission Date for this Tender is 30-07-2019. Bridge Work Tenders in Road from 6.50 Km point of Changlang Khonsa road 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 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | For plain and rolling train . | 13.96 | Km | |
| 3 | 3 | 1 km reference bench mark (each per km) & working bench mark @ 4nos per km | 13.96 | Km | |
| 4 | 4 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 | 70 | Each | |
| 5 | 5 | Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 | 140 | Each | |
| 6 | 6 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 20 | Each | |
| 7 | 7 | Road Furniture | |||
| 8 | 8 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"\nProviding 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. | 2 | No | |
| 9 | 9 | 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 | 3 | Each | |
| 10 | 10 | 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 (pre cast) | 3 | Each | |
| 11 | 11 | ii) Ordinary Kilometer Stone (Precast) | 14 | Each | |
| 12 | 12 | EARTHEN SHOULDER | |||
| 13 | 13 | 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 | 7116.4 | cum | |
| 14 | 14 | GRANULAR SUB-BASE | |||
| 15 | 15 | 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 | 9318.99 | cum | |
| 16 | 16 | PAVEMENT CONSTRUCTION | |||
| 17 | 17 | WBM-III | |||
| 18 | 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, a | |||
| 19 | 19 | A) By Manual means | 3185.21 | Cum | |
| 20 | 20 | PMC | |||
| 21 | 21 | Prime Coat (Medium porosity) | |||
| 22 | 22 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface grangular 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. | 42469.5 | Sqm | |
| 23 | 23 | Tack Coat | |||
| 24 | 24 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.25 to 0.30 kg/sqm on prepared dry and hungry bituminus surface cleaned with hydraulic broom as per technical specification clause 503. | 42469.5 | Sqm | |
| 25 | 25 | PMC | |||
| 26 | 26 | 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 | 42469.5 | Sqm | |
| 27 | 27 | Seal Coat | |||
| 28 | 28 | 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 | 42469.5 | Sqm | |
| 29 | 29 | Side Drain ( As per IRC SP-48-1998 Hill Road Manual ) | |||
| 30 | 30 | 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 side | |||
| 31 | 31 | Soil | 945 | cum. | |
| 32 | 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6 | 189 | cum. | |
| 33 | 33 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry (i) In 1:3 cement mortar | 297.36 | cum | |
| 34 | 34 | Cement Plaster 15 mm thick 1:4 on stone masonry | 2624.8 | 10 Sqm | |
| 35 | 35 | Gabion Structures | |||
| 36 | 36 | Excavation for Structures\nEarthwork 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.\nOrdinary soil\nUpto 3 m depth | 374.625 | Cum | |
| 37 | 37 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 62.44 | Cum | |
| 38 | 38 | 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 S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2) | 496.125 | Cum | |
| 39 | 39 | Item : Hume pipe Culvert 1000 mm Dia | |||
| 40 | 40 | Excavation for Structures | |||
| 41 | 41 | Earthwork in excavation for foundation of structures 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 suitable excavated material. | 200.08 | Cum | |
| 42 | 42 | Providing plain concrete in open foundations complete as per drawings & Technical Specifications Clause 802 , 803 , 1202 & 1203 | |||
| 43 | 43 | P.C.C grade M 10 | 18.01 | Cum | |
| 44 | 44 | Bedding for Pipe | |||
| 45 | 45 | Type B ( First Class ) Bedding | |||
| 46 | 46 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 17.98 | Cum | |
| 47 | 47 | Providing and laying reinforced cement concrete pipe1000 mm NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding for pipes, concrete and masonry works in head walls and parapets Clause 1106. | |||
| 48 | 48 | 1000 mm dia | 31.25 | mtr | |
| 49 | 49 | Stone Masonry Work in cement mortar in foundation of Head walls & Wing walls complete as per drawing and technical specification Clasue 1109 Coursed rubble masonry ( 2nd sort )In 1:4 cement mortar | 80.56 | Cum | |
| 50 | 50 | Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204\n(iii) In 1:5 cement mortar | 12.285 | Cum | |
| 51 | 51 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nI. Rubble stone laid in cement mortar 1:3 | 12.285 | Cum | |
| 52 | 52 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303\nIII. Brick on edge laid in cement mortar (1:3) | 2.47 | Cum | |
| 53 | 53 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 6.09 | Cum | |
| 54 | 54 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nIn 1:4 cement mortar | 7.59 | Cum | |
| 55 | 55 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 \nSand filling | 17.37 | Cum | |
| 56 | 56 | 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 | 115.808 | Cum | |
| 57 | 57 | Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5I . RCC grade M 20 | 3.2 | Cum | |
| 58 | 58 | SH:- 5 - Years Maintenance | BI01010001010000000000000515BI0100001194 | ||
| 59 | 59 | First Year Maintenance | BI01010001010000000000000515BI0100001196 | ||
| 60 | 60 | Second Year Maintenance | BI01010001010000000000000515BI0100001198 | ||
| 61 | 61 | Third Year Maintenance | BI01010001010000000000000515BI0100001200 | ||
| 62 | 62 | Fourth Year Maintenance | BI01010001010000000000000515BI0100001202 | ||
| 63 | 63 | Fifth Year Maintenance | BI01010001010000000000000515BI0100001204 |
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