Construction Of Kot Gaon To Kalab M/R , ( Stage-I ) . ( Wapcos ) Construction Of Kot Gaon To Kalab M/R , ( Stage-I ) , Length 15 . 00 Km And Performance Based Maintenance For Two Years , Phase Xvi .
Tender Value
8.46 Crore
Estimated cost
Bid Submission
18 Feb 2020
0 days left
EMD
17.16 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 Kot Gaon To Kalab M / R , ( Stage-I ) . ( Wapcos ) Construction Of Kot Gaon To Kalab M / R , ( Stage-I ) , Length 15 . 00 Km And Performance Based Maintenance For Two Years , Phase Xvi .
BOQ
| Name of Work: Construction of Kotgaon (Naitwar) to Kalap Motor Road Under PMGSY Phase-XVI (Stage-1) Length-15.00 Km. Work | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in hill road (hill side cutting):- Excavation in hilly in soil area for construction of road in all types of soils & rocks as met at site , true to lines as per plan, L section , camber, super elevation as required , also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes, with all lead, lift and safe disposal of surplus excavated material at suitable dumping placeindicated in Drawing by Mechanical means /manual means without other wise damaging the forest , forest land , utilities, private and public properties, including slip clearance till the complition of work as per special condition for hill road cutting and muck disdisposal in lum sum job mentioned in sbd clause 8 of section 4 (part-ii) special condition of contract and as directed by Engineer-in-charge as per MORD specification Clause 1601 ,1602 ,1603. | item 1 | 1 | Ls |
| 2 | 2 | Clearance of land slides ( slip clearance ) 1-10-1 clearance of land slides in soil and ordinary rock by a bull -dozer D 80 A-12 ,180 HP and Disposal of the same on the valley side complete as directed by the Engineer-in-charge . | item 2 | 6750 | Cum |
| 3 | 3 | PROTECTION WORK : | item 3 | ||
| 4 | 4 | Earthwork in Excavation for structures as per Drawing and technical specification Clause 305.1 including setting out , Construction of Shoring and bracing , removal of stumps and other deleterious material and disposal up to a lead of 50 m ,dressing of sides anfd backfilling in trenches with excavated suitable material . For R/Wall & B/Wall | item 4 | 3343.68 | Cum |
| 5 | 5 | Random rubble stone masonry laid dry in Breast Wall , Retaining Wall etc including supply of all material labour , T & P and Royalities etc complete as per Drawing and Technical specifications Clause 702,704,1202 & 1203 of MORD Specification For R/wall ,B/Wall | item 5 | 6376.33 | Cum |
| 6 | 6 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 in cement mortar (1:5) | item 6 | 505.48 | Cum |
| 7 | 7 | Hand Packed stone filling in back of walls including cost of all material, labour,Royalty , T&P etc. completion as per directed by Engineer-in-charge (as per PWD uttarakhand Specification ) (For R/Wall, B Wall ) | item 7 | 818.58 | Cum |
| 8 | 8 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire @32 kg/10 sqm) 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 per drawing and technical specification clause 1301 | item 8 | 798.75 | Cum |
| 9 | 9 | Cement Plum masonary with 40% plum & 60% 1:3:7 cement concrete including supply of all material,labour ,T&P etc required for proper completion of work asper drawing and technical specification clause 802,803,1202 & 1203 of MORD Specification PWD Uttarakhand Specifications) | item 9 | 567 | Cum |
| 10 | 10 | Providing Edge stones of size 450 x 350 x 100 mm on valley side of formation as per drawing and technical specification Clause 1608.2.6 | item 10 | 1792 | No |
| 11 | 11 | Providing and laying of Parapet with PCC M15 Nominal Mix as per standard drawing and Technical specifications Clauses 800and 1208.4 including supply of material , labour , T&P etc required for proper completion of the work and specified in detailed Drawing with white washing complete as per the direction of Engineer -in-charge. | item 11 | ||
| 12 | 12 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 in cement mortar (1:5) | item 12 | 469.04 | Cum |
| 13 | 13 | plastering with cement mortar 1:4 15mm thick on brick work in substructure ,as per technical specification Clauses 613.4 & 1204. | item 13 | 811.8 | sqm |
| 14 | 14 | Pointing with cement mortar 1:3 on brickwork as per drawing and technical specification clause 613.3 and 1204 | item 14 | 1082.4 | sqm |
| 15 | 15 | White washing white washing of parapet walls of CD work and tree trunks white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 | item 15 | 3463.68 | Cum |
| 16 | 16 | DRAINAGE WORK | item 16 | ||
| 17 | 17 | surface drain in soil construction of Trapzodial kutcha drain surface drains of average cross-sectional area 0.40 sqm in soil to specified lines grades levels and dimensions, Excavated material to be used in embankments with a lift up to 3m and lead of 50 m (average lead 25 m) as per technical Specification clause 307 | item 17 | 14130 | R/m |
| 18 | 18 | CROSS DRAINGE WORK | item 18 | ||
| 19 | 19 | SCUPPER & Catchpit | item 19 | ||
| 20 | 20 | Construction of 1 m span scupper of RR 1:6 abutment RCC slab as per attached drawing includin supply of all material, labour, T&P etc. required for proper completion of the work . (530.70 R/m) | item 20 | ||
| 21 | 21 | Excavation in foundation | item 21 | 4888.3 | Cu m |
| 22 | 22 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202,1203 P.C.C GRADE M10 Nomonal mix 1:3:6 (hand mixing) | item 22 | 423.45 | Cum |
| 23 | 23 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 in cement mortar (1:5) | item 23 | 1520.96 | Cum |
| 24 | 24 | Providing and laying reinfoced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205.4 and 1205.5 R.C.C (M25 grade) HEIGHT UP TO 5m. | item 24 | 213.75 | Cum |
| 25 | 25 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure copmlete as per drawing and technical specifications Clacses 1002, 1010 and 1202 | item 25 | 209.75 | Qtl |
| 26 | 26 | Providing and laying of plain /Reinforced cement concerte in substructure complete as per drawing and technical specification Clauses 802, 804, 805. 806, 807,1202,1204 (M-25) | item 26 | 23.52 | Cum |
| 27 | 27 | Providing weepholes in brick masonary/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 asd technical specification Clauses 614, 709, 1204.3.7 | item 27 | 1914 | Nos |
| 28 | 28 | Providing and Laying pitching (Kharanja Base) on slopes laid over prepared filter media as per drawing and Technical specification clause 1302 stone /Boulder | item 28 | 832.76 | Cum |
| 29 | 29 | Construction of causeway with R.R. Dry Kharanja, plain cement concerete 1:3:6 , C.C.1:1.5:3 including supply and fixing of M.S.Steel reinforcement and required excavation etc. completed by CE level -P.W.D. Uttarakhand. | item 29 | ||
| 30 | 30 | Earthwork in Excavation for structures as per Drawing and technical specification Clause 305.1 including setting out , Construction of Shoring and bracing , removal of stumps and other deleterious material and disposal up to a lead of 50 m ,dressing of sides anfd backfilling in trenches with excavated suitable material . | item 30 | 278.63 | Cum |
| 31 | 31 | Providing and Laying pitching (Kharanja Base) on slopes laid over prepared filter media as per drawing and Technical specification clause 1302 stone /Boulder | item 31 | 53.03 | Cum |
| 32 | 32 | Providing and laying of plain /Reinforced cement concerte in open foundation complete as per drawing and technical specification Clauses 802, 803, ,1202,1203 P.C.C GRADE (M-10) NOMINAL MIX1:3:6 | item 32 | 68.22 | Cum |
| 33 | 33 | Providing and laying of plain /Reinforced cement concerte in substructure complete as per drawing and technical specification Clauses 802, 804, 805. 806, 807,1202,1204 (M-20) | item 33 | 29.09 | Cum |
| 34 | 34 | Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in substructure copmlete as per drawing and technical specifications Clauses 1002, 1005 and 1010 & 1202. ( The reinforcement steel shall be as per clause no 2011.3.1 of MORD specifications (First Revision 2014) and IS 1786:2008 clause no .1.6) | item 34 | 6.85 | Qtl |
| 35 | 35 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 in cement mortar (1:5) | item 35 | 214.48 | Cum |
| 36 | 36 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire @32 kg/10 sqm) 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 per drawing and technical specification clause 1301 | item 36 | 78.75 | cum |
| 37 | 37 | Construction of RCC Culvert | item 37 | ||
| 38 | 38 | Earthwork in Excavation for structures as per Drawing and technical specification Clause 305.1 including setting out , Construction of Shoring and bracing , removal of stumps and other deleterious material and disposal up to a lead of 50 m ,dressing of sides anfd backfilling in trenches with excavated suitable material . | item 38 | 34.74 | cum |
| 39 | 39 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 Coursed rubble masonry (1st sort) in 1:4 cement mortar . | item 39 | 62.04 | cum |
| 40 | 40 | Stone masonary in cement mortar for substructure complete as per technical specification clause 702, 704,1202, and 1204 Coursed rubble masonry (1st sort) in 1:5 cement mortar . | item 40 | 55.37 | cum |
| 41 | 41 | Providing and laying of plain /Reinforced cement concerte in open foundation complete as per drawing and technical specification Clauses 802, 803, ,1202,1203 P.C.C GRADE (M-10) NOMINAL MIX1:3:6 | item 41 | 11.58 | cum |
| 42 | 42 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure copmlete as per drawing and technical specifications Clacses 1002, 1010 and 1202 | item 42 | 79.25 | Qtl |
| 43 | 43 | Providing and laying reinfoced cement concrete in superstructure as per drawing and technical specification clauses 600, 1205.4 and 1205.5 For Design Mix RCC (M20 grade) HEIGHT UP TO 5m. | item 43 | 101.95 | Cum |
| 44 | 44 | HAND PACKED stone filling in back of walls including COST of all material, labour, T&P,ROYALTY etc. COMPLETE AS PER Direction Engineer - in-charge (As per PWD Uttarakhand specifications) | item 44 | 19.56 | cum |
| 45 | 45 | Providing and Fixing in position pipe railing consisting of IS 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 | item 45 | 30 | mtr |
| 46 | 46 | ROAD FURNITURE | item 46 | ||
| 47 | 47 | 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 Ordinary Kilometer stone (PRECAST) | item 47 | 12 | No. |
| 48 | 48 | Same as above item no. but for 200 m(hectometer) stone | item 48 | 60 | No. |
| 49 | 49 | Same as above item no. but for 5th Km. stone | item 49 | 3 | No. |
| 50 | 50 | Providing and fixing of PMGSY logo board at Starting point, As per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge | item 50 | 1 | No. |
| 51 | 51 | Providing and fixing of PMGSY logo board at end point and every 2Km. As per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge | item 51 | 7 | No. |
| 52 | 52 | Providing and fixing of title information board with PMGSY logo at suitable place in the starting of the road as per attached standard drawing duty painted and writen as per MORD specification and direction by Engineer-in-charge | item 52 | 1 | No. |
| 53 | 53 | Providing and fixing of citizen Information board with PMGSY logo at starting and prominent location (Where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge. | item 53 | 1 | No. |
| 54 | 54 | Providing and fixing of Maintanance board with PMGSY LOGO AT STARTING AND PROMINENT LOCATION (WHERE MAXIMUM NO OF CITIZEN CAN VIEW THE DETAIL OF THE ROAD) AS PER ATTACHED DRAWING DULY PAINTED AND WRITEN AS PER MORD SPECIFICATION AND DIRTECTION BY ENGINEER-IN-CHARGE. | item 54 | 1 | No. |
| 55 | 55 | Providing and fixing of TRafic sign boards cautionary ,mandatory & informatory as per attached standard drawing duly painted and writen as per MORD specification and direction by engineer-in-charge | item 55 | 15 | No. |
| 56 | 56 | Providing and fixing of semi reflective direction and place identification sign board upto 0.90sqm. As pere atteched drawing and direction by engineer-in-charge | item 56 | 3 | No. |
| 57 | 57 | Providing and fixing of semi reflective direction and place identification sign board more than 0.9sqm. As pere atteched drawing and direction by engineer-in-charge | item 57 | 4 | No. |
| 58 | 58 | OTHER WORK | item 58 | ||
| 59 | 59 | Construction of Reference pillars WITH RR 1:6 STONE MASONARY AND PLASTERED WITH 1:4 MORTAR (TOTALLY UNDER GROUND ) OF LENGTH 200mm ,WIDTH 200mm AND HEIGHT 300 mm as per Fig. 1600.1 (b) and technical specification clause1602.1 of MORD specificationas | item 59 | 600 | Nos |
| 60 | 60 | Construction of BACK pillars WITH RR 1:6 STONE MASONARY AND PLASTERED WITH 1:4 MORTAR OF LENGTH 300mm ,WIDTH 300mm AND HEIGHT 400 mm OF WHICH 100MM SHALL BE BELOW GROUND LEVEL as per Fig. 1600.1 (b) and technical specification clause1602.3 of MORD specificationas | item 60 | 600 | Nos |
| 61 | 61 | Construction of job pillars as per figure 1600.1 (d) and technical specification clause 1602.4 | item 61 | 2 | Nos |
| 62 | 62 | MUCK DISPOSAL | item 62 | ||
| 63 | 63 | Disposal of Unsuitable earth and boulder obtained from Hill side cutting ,including supply of all materials,labour and T&P etc complete , required for proper completion of the work ,as per direction of Engineer-in-charge. | item 63 | 46077.7 | Cum |
| 64 | 64 | Earthwork in Excavation for structures as per Drawing and technical specification Clause 305.1 including setting out , Construction of Shoring and bracing , removal of stumps and other deleterious material and disposal up to a lead of 50 m ,dressing of sides anfd backfilling in trenches with excavated suitable material . | item 64 | 256.5 | Cum |
| 65 | 65 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire @32 kg/10 sqm) 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 per drawing and technical specification clause 1301 | item 65 | 3294 | Cum |
| 66 | 66 | EMERGENCY MAINTENANCE | item 66 | ||
| 67 | 67 | 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. | item 67 | ||
| 68 | 68 | 1st Year | item 68 | 1500 | Cum |
| 69 | 69 | 2nd Year | item 69 | 1350 | Cum |
| 70 | 70 | 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 . | item 70 | ||
| 71 | 71 | 1st Year | item 71 | 75 | hour |
| 72 | 72 | 2nd Year | item 72 | 67.5 | hour |
| 73 | 73 | 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 | item 73 | ||
| 74 | 74 | 1st Year | item 74 | 60 | Cum |
| 75 | 75 | 2nd Year | item 75 | 54 | Cum |
| 76 | 76 | 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) | item 76 | ||
| 77 | 77 | 1st Year | item 77 | 60 | Cum |
| 78 | 78 | 2nd Year | item 78 | 54 | Cum |
| 79 | 79 | Routine Maintenance Under PBMC\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 79 | ||
| 80 | 80 | 1st Year | item 80 | 15 | Km |
| 81 | 81 | 2nd Year | item 81 | 15 | Km |
AI Tender Summary
Tender Timeline
Feb 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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