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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1,924.10 (0.01%)Admitted-Finance | ₹1.6 Cr+₹1,924.10 (0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAMRIDHI ENTERPRISES L1 | UPENDRANATH SHARMA L2 |
|---|---|---|---|---|---|
| 1.00Barabaljori to Meralgora Road (JH22NPCC43, Length 5.650 Km. ) Block- Noamundi, | |||||
| 2.00 | Granular sub-base/base/Surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing material spreading in uniform layers with motor grader on prepared surface, mix in place.
Using Moorum | 1,425 | cum | - | - |
| 3.00 | Providing WBM Grading 3 (manual means) with screening materials to fill-up the interstices of coarse aggregate, providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specific sizes to water boundmacadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 365.63 | cum | - | - |
| 4.00(E1) Bituminous Course (Primer, Tack coat, Premix carpet & Seal Coat Type-A): | |||||
| 5.00 | Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 14,250 | sqm | - | - |
| 6.00 | 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 couse on a previously preapared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. | 14,250 | sqm | - | - |
| 7.00 | Providing and laying seal coat Type-A sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 by mechanical means. | 14,250 | sqm | - | - |
| 8.00 | Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Speccificaton Clause 503. | 14,250 | sqm | - | - |
| 9.00Miscellaneous : | |||||
| 10.00Reinforced 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. | |||||
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
12 Feb 2020, 5:00 pmClosed
ZONAL MANAGER
101/C, Mandir Marg, Ashok Nagar, Ranchi - 834002
construction of Roads including 5 years routine maintenance under PMGSY
2020_CEJHR_89381_1
NIT_4081
Open Tender
Civil Works - Roads
Item Rate
90 days
WEST SINGHBHUM
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,800
NPCC LTD
₹3.2 L
Yes
6 Mar 2020
6 Feb 2020
13 Feb 2020
6 Feb 2020
12 Feb 2020
6 Feb 2020
Amount
Barabaljori to Meralgora Road (JH22NPCC43, Length 5.650 Km. ) Block- Noamundi,
Granular sub-base/base/Surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing material spreading in uniform layers with motor grader on prepared surface, mix in place. Using Moorum
Providing WBM Grading 3 (manual means) with screening materials to fill-up the interstices of coarse aggregate, providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specific sizes to water boundmacadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(E1) Bituminous Course (Primer, Tack coat, Premix carpet & Seal Coat Type-A):
Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
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 couse on a previously preapared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.
Providing and laying seal coat Type-A sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 by mechanical means.
Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Speccificaton Clause 503.
Miscellaneous :
Reinforced 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.
F.I. Post
5th Kilometre Stone (Pre-cast)
Kilometre Stone (Pre-cast)
200m Kilometre Stone (Pre-cast)
TRAFFIC SIGN :- 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 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2
Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
As per NRRDA Specification & Drawings for Citizen's information board for PMGSY…………….
Routine Maintenance after completion of construction work
1st Years Maintenance cost
2nd Years Maintenance cost
3rd Years Maintenance cost
4th Years Maintenance cost
5th Years Maintenance cost
Dalposi to Adiwasy Toli Road (JH22NPCC65, Length 4.100 Km. ) Block- Jagnathpur
Providing WBM Grading 2 (manual means) with screening materials to fill-up the interstices of coarse aggregate, providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specific sizes to water boundmacadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityu Grading 2 as per Technical Specification Clause 405.
Providing WBM Grading 3 (manual means) with screening materials to fill-up the interstices of coarse aggregate, providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specific sizes to water boundmacadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80 -100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(E1) Bituminous Course (Primer, Tack coat, Premix carpet & Seal Coat Type-A):
Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
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 couse on a previously preapared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.
Providing and laying seal coat Type-A sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 by mechanical means.
Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Speccificaton Clause 503.
Miscellaneous :
Reinforced 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.
F.I. Post
Kilometre Stone (Pre-cast)
200m Kilometre Stone (Pre-cast)
TRAFFIC SIGN :- 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 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2
Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
As per NRRDA Specification & Drawings for Citizen's information board for PMGSY…………….
Total Construction cost
Routine Maintenance after completion of construction work
1st Years Maintenance cost
2nd Years Maintenance cost
3rd Years Maintenance cost
4th Years Maintenance cost
5th Years Maintenance cost
UPENDRANATH SHARMA
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