Construction Of Mori To Salra Motor Road (Stage - I), Length 16.550 Km And Performance Based Maintenance For Two Years-Ut-13-84 , Mori To Salra Motor Road ( Stage-I ) Length 16 . 55 Km And Performance Based Maintenance For Two Years Mori To Salra Motor
Tender Value
12.39 Crore
Estimated cost
Bid Submission
14 Sep 2019
0 days left
EMD
25.34 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Mori → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mori To Salra Motor Road ( Stage - I ) , Length 16.550 Km And Performance Based Maintenance For Two Years-Ut-13-84 , Mori To Salra Motor Road ( Stage-I ) Length 16 . 55 Km And Performance Based Maintenance For Two Years Mori To Salra Motor Road ( Stage-I ) Length 16 . 55 Km And Performance Based Maintenance For Two Years
BOQ
| Name of Work: Construction of Mori to Salra Motor Road (Stage - I), Length 16.550 Km and Performance Based maintenance for two Years | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B and BLB . As met at site , true to lines as per plan, L section , Cross slope, super elevation as required , also including uprooting & cutting of bushes, dressing lift s and safe disposal of surplus excavated material at suitable dumping of surplus of road surface to the required level and slopes, with all lift & leads, required for safe disposal of surplus excavated material at suitable dumping places by mechanical means / manual means including in the Drawing with out damaging forest and forest land including slip clearancei during hill side cuting as directed by Engineer-in-charge . | item 1 | 1 | Ls |
| 2 | 2 | PROTECTION WORK | item 2 | ||
| 3 | 3 | Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300 | item 3 | ||
| 4 | 4 | For retaining wall & B/W | item 4 | 3489.15 | Cum. |
| 5 | 5 | CONSTRUTION of RR STONE MASONARY IN CEMENT MORTAR 1:5 including supply of all material ,labour,t&p & royalty etc required for proper completion of work as directed by Engineer-in-Charge and MORD specifications Clause 700 & 1604. | item 5 | ||
| 6 | 6 | For retaining wall & B/W | item 6 | 2678.21 | Cum |
| 7 | 7 | Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge. | item 7 | 6329.44 | Cum. |
| 8 | 8 | Providing & laying HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. | item 8 | ||
| 9 | 9 | For R/WALL , B/ WALL | item 9 | 1600.01 | Cum. |
| 10 | 10 | Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. Wire conforming to IS : 280 & IS : 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification 1301.4.3 of MoRD and as directed by Engineer in charge. | item 10 | ||
| 11 | 11 | For X-Sec | item 11 | 990.88 | Cum |
| 12 | 12 | Providing EDGE STONE ON VALLEY SIDE OF FORMATION AS PER DRAWING AND TECHNICAL SPECIFICATION CLAUSE .1608.2.6 AS PER MORD SPEC.1600 SR NO.8.9 | item 12 | 6600 | Nos. |
| 13 | 13 | Construction of Parapet | item 13 | ||
| 14 | 14 | Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge. | item 14 | ||
| 15 | 15 | Random Rubble Stone Masonry laid in cement mortar 1:5 . including supply of all material, labour, T&P and royaltiies etc. required for proper completion of the work as directed by Engineer in charge. And MORD specification clause 700 & 1604. | item 17 | 103.5 | Cum |
| 16 | 16 | , 15 mm thick Plastering with cement mortar 1: 4 including supply of all material, labour, T&P and royaltiies etc. required for proper completion of the work as directed by Engineer in charge. And MORD specification Clauses 613.4 | item 19 | 348 | Sqm |
| 17 | 17 | Pointing with cement mortar (1:3) including supply of all material, labour, T&P and royaltiies etc. required for proper completion of the work as directed by Engineer in charge. And MORD specification Clauses 613.3 and 1204 fornt | item 20 | 240 | Sqm |
| 18 | 18 | providing & laying 25 mm thick P.C.C coping layer 1:2:4 cement mortar | 180 | Sqm | |
| 19 | 19 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | item 21 | 768 | Sqm |
| 20 | 20 | DRAINAGE WORK | item 23 | ||
| 21 | 21 | SIDE DRAIN | item 24 | ||
| 22 | 22 | KUCHA DRAIN : - construction of unlined surface drain (trapezoidal) of average cross- sectional area 0.40 sqm in soil to specified lines ,grades ,levels and dimentions Excavated material to be used n embankment with a lift up to 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307 l | 16297 | Rmt. | |
| 23 | 23 | Construction of Hill side Pucca KC drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge | item 26 | ||
| 24 | 24 | CROSS DRAINAGE WORK | |||
| 25 | 25 | Scupper | |||
| 26 | 26 | construction of 1 m span scupper of RR 1:5 abutment ,RCC slab as per attached drawing ncluding supply of all material, labour, T&P etc required for proper completion of work C/O 1 m span culvert with CC BASE. | |||
| 27 | 27 | Excavation for structures :- Excavation in foundation as per item no .3 | 7466.37 | Cum | |
| 28 | 28 | Providing and Laying concrete for plain / Reinforced concrete in open foundations for structures including supply of all materials, labour, T&P and royalty etc required for proper completion of work as per drawing & as per MORD specification Clause 800,1202 & 1203 for P.C.C grade M 10 | 508.6 | Cum | |
| 29 | 29 | CONSTRUTION of RR STONE MASONARY IN CEMENT MORTAR 1:5 including supply of all material ,labour,t&p & royalty etc required for proper completion of work as directed by Engineer-in-Charge and MORD specifications Clause 700 & 1604. | 2203.15 | Cum | |
| 30 | 30 | Providing and Laying concrete for plain / Reinforced concrete in open foundations for Sub Structures including supply of all materials, labour, T&P and royalty etc required for proper completion of work as per drawing & as per MORD specification Clause 800,1202 & 1203 for R.C.C grade M 25 | 278.88 | Cum | |
| 31 | 31 | Supply, fitting & placing of MS BAR Reinforcement in substructure complete as perDrawing technical specification Clause 1002 ,1005, 1010 &1202 and as per MORD specification Clause 1000 Sr No .12.8 | 332.93 | Qtl | |
| 32 | 32 | Providing and Laying concrete for Plain Cement Concrete for Structures including supply of all materials, labour, shttering, centring , T&P and royalty etc required for proper completion of work asdirected by Engineer -in-charge and as per MORD specification Clause 800 for R.C.C grade M 20 | 27.89 | Cum | |
| 33 | 33 | Random Rubble Stone Masonary Laid Dry as per item no .7 | 1824.49 | Cum | |
| 34 | 34 | Providing WEEPHOLES in brick masonary /stone masonary ,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 clause 614,709,1204.3.7 | 2100 | Nos. | |
| 35 | 35 | HP STONE FILLING IN BACK OF WALLS FOR AS PER ITEM NO .8 | 825.48 | Cum | |
| 36 | 36 | construction of culvert | item 27 | ||
| 37 | 37 | Excavaton of structures :- Excavation in foundation as per item no.5 all type of soil as per technical Specification Clause- 305.1&300 of MORD. | item 35 | 566.5 | Cum |
| 38 | 38 | Providing and Laying concrete for plain / Reinforced concrete in open foundations for structures including supply of all materials, labour, T&P and royalty etc required for proper completion of work as per drawing & as per MORD specification Clause 800,1202 & 1203 for P.C.C grade M 10 | item 36 | 139.4 | Cum |
| 39 | 39 | Providing and Laying concrete for plain / Reinforced concrete in open foundations for super structures including supply of all materials, labour, T&P and royalty etc required for proper completion of work as per drawing & as per MORD specification Clause 800 for R.C.C grade M 25 | item 37 | 261.23 | Cum |
| 40 | 40 | CONSTRUCTION OF CR Stone masonry in 1:4 cement/sand mortar . including all material, labour, T&P etc. required for proper completion of work as directed by Engineer in charge. technical Specification Clause-702, 704, 1202 and 1204 of MORD. | item 39 | 419.55 | Cum |
| 41 | 41 | CONSTRUCTION of CR Stone masonry Laid in 1:5 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge.technical Specification Clause- 704of MORD. | item 40 | 417.72 | Cum |
| 42 | 42 | HP STONE FILLING IN BACK OF WALLS FOR AS PER ITEM NO.8 | 547.5 | Cum | |
| 43 | 43 | Supply, fitting & placing of HYSD bar reinforcement in super structure complete as per (IS 1786 :2008 CLAUSE NO .1..6 ) Steel Shal not be from Rerolling plants and shall confirm to relevent iscode including supply of all materials , labour , T&P and Royalty etc required for proper complition of work as directed by Engineer -in-charge as per MoRD specification Clause 1000 (culvert,Bridge, ,causeway,scupper etc ) | item 43 | 213.08 | Qtl |
| 44 | 44 | Providing and fixing in position PIPE RAILING consisting of ROLLED Steel joist posts designation is MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge Deck complete as per Drawing and technical specification Clause 1208.2 | 86 | R/m | |
| 45 | 45 | Road Furniture | item 61 | ||
| 46 | 46 | Providing and fixing of km stone as per standard drawing made of precast RCC 1:2:4 Fixed with CC 1:3:6 including excavation of pit, painting and printing laters on km. stone with two coat of approved synthetic enamel paint of approved | item 62 | 14 | No. |
| 47 | 47 | Same as above item no. but for hectometer stone | item 63 | 66 | Nos. |
| 48 | 48 | Same as above item no. but for 5th Km. stone | item 64 | 3 | Nos. |
| 49 | 49 | Providing & fixing of PMGSY Logo Board at end point and every 2 Km distance of road length as per attached standard drawing duly painted and written as per MoRD specification and direction by Engineer in charge. | item 67 | 8 | Nos. |
| 50 | 50 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MoRD specification and direction given by Engineer in charge.Clause 1701 and Annexure 1700.1 | item 68 | 1 | Nos. |
| 51 | 51 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MoRD specification and direction of Engineer-in-charge.Clause 1701 and Annexure 1700.1(starting and every 5Km) | item 69 | 2 | Nos. |
| 52 | 52 | Providing & fixing of MAINTENANCE BOARD with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MoRD specification and direction of Engineer-in-charge.Clause 1701 and Annexure 1700.1(starting and every 5Km) | item 70 | 1 | Nos. |
| 53 | 53 | Providing and fixing of semi Reflective cautionar, mandatory and informatory sign. Borad as per IRC:67made of 1.5 mm thick MS sheet duly stove white colour in frond and gray colour on back with Red reflective border of 65mm width and required latters and figures with reflective tape Engineering grade as per clause 1701.3.9 of MORD. | item 71 | 64 | Nos |
| 54 | 54 | Providing & fixing of Semi reflective Direction and Place Identification sign boards above board size greater than 0.90 sqm.Technical Specification Clause 1701 as per attached drawing and as directed by Engineer-in-charge. | item 72 | 4.4 | Sqm |
| 55 | 55 | X SLOPE STABILITY , SOIL EROISON & TOP SOIL CONSERVATION | |||
| 56 | 56 | SEEDING AND MULCHING:- Preparation of seed bed on previously laid top soil, furnishing and placing of seeds , frtilizer, mulching material,applying bituminous emulsion at the rate 0.231/sqm. And laying and fixing jute and netting, including watering for three month all as per clouse 310 and Sn. 8.11 MORD specification 1600 &300 | 2400 | Sqm | |
| 57 | 57 | Development of Dumping place & Slope Protection- Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge | item 74 | 1732.5 | Cum |
| 58 | 58 | Other Work | |||
| 59 | 59 | To carry out treliminary survey for alignment including preparation of genral L-Section & bush cutting for survey prepartion of forest and nap land paper for prosal, detail survey and prepartion of detailed project report (DPR) and including Making Trace cut along the approved alingment in 0.60 m. width including supply of all materail ,labour , T&P etc. requried proper completion of work as per PWD specification and direction of engineer -in-charge | 16.55 | km | |
| 60 | 60 | Constructoin of (200x200x300) mm size Reference/level pillars in RR Mud motor stone masonary and plaster in 1:4 on three sides and top on each pegs (40 Nos./Km.) including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.1 | item 78 | 662 | Nos |
| 61 | 61 | Constructoin of (300x300x400) mm size Back cutting pillars in RR mudmotor stone masonary and plaster in 1:4 on three sides and top in front of each level pillar (40 Nos./Km.) including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.3 | item 79 | 662 | Nos |
| 62 | 62 | Constructoin of (400x400x600) mm size Job pillars in RR mud motor stone masonary and plaster in 1:4 on three sides and top in both end including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.4 | item 80 | 2 | Nos |
| 63 | 63 | Demarcatin of Encrochment land : - Constructoin of (300x300x400) mm size Back cutting pillars in RR mudmotor stone masonary and plaster in 1:4 on three sides and top in front of each level pillar (40 Nos./Km.) including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per technical MORD specification Clause 1602.3 | 72 | Nos | |
| 64 | 64 | Routine Maintenance Under PBMC | item 81 | ||
| 65 | 65 | Maintenance Under PBMC for \n(1) Trimming of grass and weeds from the shoulders/Berms and disposing of the same to suitable locations as per technical specification clause 1914. \n(2) Maintenance of road side drain including minor slip clearence reshaping, deepening and regrading as well as catch water drains as per technical specification clause 1907. \n (3) Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per technical specification clause 1903.\n(4) Maintenance of scuppers & culverts by way of clearing, cleaning, erosion repair, repair to crack, parapet walls and protection works as per technical specification clause 1908.\n(5) Maintenance of Causeway by way of minor surface repairs, replacing guide posts, repair of fixed gauges, removal of debris providing boulders and protection works and painting as per technical specification clause 1909.\n(6) Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\n(7) Maintenance of 200 metre, km stones, by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 meter, km stone and 5th km stone as per drawing and technical specification Clause 1912. \n(8)Two coat White washing on parapet walls of CD work, edge stones, tree truncks and prominent rocks, patches on hill sides including preparation of surface by cleaning scrapping etc. as per Technical specification Clause 191. | item 82 | ||
| 66 | 66 | 1st Year | item 83 | 16.55 | Km |
| 67 | 67 | 2nd Year | item 84 | 16.55 | Km |
| 68 | 68 | EMERGENCY MAINTENANCE | |||
| 69 | 69 | Major slip clearance in all type of soil ,rock and boulders including cost of all material ,machine T&P etc required for proper complition of work as per MORD specification o work 1611. | |||
| 70 | 70 | 1st Year | 1655 | Cum | |
| 71 | 71 | 2nd Year | 1489.5 | Cum | |
| 72 | 72 | Deploying Hydraulic Excavator of 0.90 Cum bucket for Clearance of major slip in all type of soil Rock and Boulders including ,its operator pol and all other charge required for proper complition of work . | |||
| 73 | 73 | 1st Year | 82.75 | Cum | |
| 74 | 74 | 2nd Year | 74.475 | Cum | |
| 75 | 75 | providing & laying of boulders apron laid in wire crates with 4 mm dia GI wire confirming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per Drawing and Technical specification 1301 | |||
| 76 | 76 | 1st Year | 66.2 | Cum | |
| 77 | 77 | 2nd Year | 59.58 | Cum | |
| 78 | 78 | Coolie Walling including supply of all material labour T&P ,Royalty etc required for proper complition of work , as Directed By Engineer-in -charge and as per PWD specification 8.90 (For opening comuncation only) | |||
| 79 | 79 | 1st Year | 66.2 | Cum | |
| 80 | 80 | 2nd Year | 59.58 | Cum |
AI Tender Summary
Tender Timeline
Aug 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 14, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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