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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAccepted-Finance | ₹5.0 Cr | L1 | Accepted-Finance RESPONSIVE |
| 2 | L2₹5.2 Cr+₹13.7 L (2.71%)Rejected-Finance | ₹5.2 Cr+₹13.7 L (2.71%) | L2 | Rejected-Finance NON RESPONSIVE |
| 3 | Rejected-Technical HARIDWAR ROAD OPP NDS SCHOOL SHYAMPUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical 1C 1D VINDHYA TELELINKS LIMITED UDYOG VIHAR REWA MADHYA PRADESH 486006 | REWA | MADHYA PRADESH | 486006 | - | - | Rejected-Technical Non Responsive |
Tender Value
₹5.4 Cr
EMD Value
₹10.9 L
Closing Date
7 Mar 2020, 1:00 pmClosed
Zonal Manager
NPCC Ltd,98-Nehru Colony, Near HDFC Bank
L051- Bharadisain to Parawari MR Stage-I
2020_CCUK_89815_1
UT03116
National Competitive Bid
Civil Works - Roads
Item Rate
450 days
THARALI
Please refer Technical Bid
4 documents required · 4 mandatory
₹5,000
NPCC Ltd
₹10.9 L
Yes
Dehradun
26 Jun 2020
15 Feb 2020
7 Mar 2020
15 Feb 2020
7 Mar 2020
17 Feb 2020
4 Mar 2020
Amount
Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. 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 of raods surface to the required level and slopes, with all lifts and leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest,forest land, utlities, private and public properties , including slip clearance and its safe disposal (same as per mention above for safe disposal of surplus excavated material), till the completion of the work as per part-II special condition of contract MORD specification, Clause 1601, 1602 and 1603 and as directed by Engineer-in-charge
For Filling
Slip Clearance- 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
Removal· of Unsuitable Soil with Disposal upto 1000 Removal of unsuitable soil including excavation, loading and disposal upto 1000 rn lead but excluding compaction ground subgrade replacement by suitable soil, which shall be paid separately supporting embankment as per Clause 303.5.2 as per Technical Specification Clause 02.3.11
Protection Work
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of enaineer - in - charge. For retaining wall & B/W
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604. (RR Stone masonry in cement mortar 1:5)
Random Rubble Masonary laid dry in breast wall, retaining wall,parapets,scupper etc. including supply of all materials, labour, T&P, rovaltv etc, required for proper completion of work
H.P stone filling in back of walls including cost of all materials, rovaltv, T&P etc. complete.
Providing and laying of boulder apron laid in wire crates with 4 mm dia Gr wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) weighing not less than 25 kg per drawing and technical specifications Clause
Providing edge stones on valley side of formation ( 450 mm x 300 mm x 100 mm) as per drawing and Technical Specification Clause 1608.2.6
Side Drain
Construction of Katcha drainas per drawing including supply of all material, labuur, T&P etc. required for proper completion of the work. (C/O of katchya drain per m)
CROSS DRAINAGE WORK
C/0 1 m span scupper with CC base Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for prooer completion of the work.
Excavation in foundation for retaining & brest walls in all types of soils and rocksincluding lead, lift and disposal of surplus material as per direction of engineer - in -charge
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 Nominal mix 1:3:6
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604. (RR Stone masonrv in cement mortar 1:51
Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work.
providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M25)
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructure complete as per drawings and technical specification Clauses 1002, 1005.
H.P stone filling in back of walls including cost of all materials, rovaltv, T&P etc. complete.
Providing weepholes in stone masonary, plain/ reinforced concrete abutment, wingwall return wall with 100mm dia AC pipe extending through the full width of the structure…..complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
White washing
Culvert
Earthork in excavation for structure as per draing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material…...!
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 Nominal mix 1:3:6
providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M25)
Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
In 1;4 cement mortar
Stone masonary in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In 1;4 cement mortar (1:5) RR
Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work.
H.P stone filling in back of walls including cost of all materials, rovaltv, T&P etc. complete.
Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204
Providing weepholes in stone masonary, plain/ reinforced concrete abutment, wingwall return wall with 100mm dia AC pipe extending through the full width of the structure…..complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 MORD (13-2)
Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209
Plain/ r/f cement concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204, PCC grade M20- Nominal mix )1:2:4)
Providing and Laying of boulder apron laid in wire crates with 4 mm: idia GI wire conforming to lS:280 and lS:4826 in 100 mm x 100 mm lmesh. (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 specifications Clause 1301
Providing and fixing in position pipe railing consisting of IS rolled meter steel joist posts designation ISMB 100 (100x75) at 2.5m interval and three rows of 50mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications clause 1208.2
ROAD FURNITURE WORK
RCC M15 grade kilometer stone/local stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc
5th Kilometre Stone (forecast)
Ordinary Kilometer Stone {Precast)
200 m stone (perecast)
Providing & fixing of PMGSY Logo Board at starting point, end point and at every· 2 Km distance of road length as per attached standard drawing duly painted and written and as directed by Engineer in charge as per MORD specification clause 1701
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 directed by Engineer in charge. as per MoRD .specification Clause 1701
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 directed by Engineer in charge as per MORD specification Clause 1701 .
Providing & fixing of Maintenance Information Board with PMG 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 directed by Engineer in charge as per MoRD specification Clause 1701
Semi reflective traffic signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD
Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube o1 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer in charge/ as per Clause 1701
Other Works
Construction of reference pillars as per Fig. 1600.1 (b) as per km drawing and Technical specification Claus~ 16-02.1 ( 40 Nos. per Km)
Construction of back pillar as per Fig. 1600.1( c) as per drawing km Technical Specification Clause 1602.3 (40 Nos. per Km.)
Slope stability Soil Errosion & top Soil conservation for dumping zone
Providing and Laying of boulder apron laid in wire crates with 4 mm: idia GI wire conforming to lS:280 and lS:4826 in 100 mm x 100 mm lmesh. (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 specifications Clause 1301
Maintenance Activities:
Emmergency Maintenance Activities
Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
Ist year
IInd year
Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator,pol and all other charges required for proper compeletion of work
Ist year
IInd year
Providing and laying of boulder apron laid in wire crates 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 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification 1301
Ist year
IInd year
Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD 8.90 specifications (for opening communication only)
Ist year
IInd year
PBMC Activities
Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearnace reshaping, deeping and regarding as well as catch water drains as per technical specification Clause 1907. 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 specifcation clause 1903. 4) Maintenance of scuppers & culverts by way of clearing, Cleaning, Erosion repair, repair to cracks,parapet walls and protection work \s as per drawing and techincal specification clause 1908. 5) Maintenance of clauseway by way of minor surface repairs, replacing guide posts, repair of flood guage, removal of debris, providing boulder and boulders and protection work and painting as per techincal specification Clauase1910 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. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8] Two coat White washing on parapet walls of CD work, edge stons , tree trincks and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
Ist year
IInd year
uma shankar singh rawat
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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