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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹8.4 L (5.21%)Admitted-Finance | ₹1.7 Cr+₹8.4 L (5.21%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹11.0 L (6.76%)Admitted-Finance | ₹1.7 Cr+₹11.0 L (6.76%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹12.4 L (7.64%)Admitted-Finance | ₹1.7 Cr+₹12.4 L (7.64%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹32.4 L (20.0%)Admitted-Finance | ₹1.9 Cr+₹32.4 L (20.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SINGO ENGINEERING INDIA PRIVATE LIMITED L6 | CLASSIC INFRASTRUCTURE L5 | RAM SAJJAN SHUKLA L3 | Vinay Kumar Mishra L1 | M/s SHANTI CONSTRUCTION CO REWA L4 | cobra tar mac L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | |||||||||
| 1.01 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 1,225 | sqm | 20 ₹24,500 | 3 ₹3,675 | 4 ₹4,900 | 5 ₹6,125 | 2 ₹2,450 Lowest | 5 ₹6,125 |
| 2.00 | Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. | 12,250 | sqm | 80 ₹9,80,000 | 28 ₹3,43,000 | 26 ₹3,18,500 | 20 ₹2,45,000 Lowest | 28 ₹3,43,000 | 32 ₹3,92,000 |
| 3.00 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | 2,756.25 | cum | 1,800 ₹49,61,250 | 1,100 ₹30,31,875 | 1,061 ₹29,24,381.25 | 820 ₹22,60,125 Lowest | 940 ₹25,90,875 | 860 ₹23,70,375 |
| 4.00 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | 26,173 | sqm | 20 ₹5,23,460 | 12 ₹3,14,076 | 11 ₹2,87,903 | 7 ₹1,83,211 Lowest | 12 ₹3,14,076 | 14 ₹3,66,422 |
| 5.00Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity. | |||||||||
| 5.01 | (ii) for GradingII(19 mm nominal size) | 1,308.65 | cum | 5,500 ₹71,97,575 | 6,500 ₹85,06,225 | 5,200 ₹68,04,980 Lowest | 5,237 ₹68,53,400.05 | 5,500 ₹71,97,575 | 5,500 ₹71,97,575 |
| 6.00Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. b) Using Drum Mix Plant of appropriate capacity. | |||||||||
| 6.01 | (IV) for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) | 756 | cum | 5,500 ₹41,58,000 Lowest | 7,100 ₹53,67,600 | 6,600 ₹49,89,600 | 6,597 ₹49,87,332 | 6,600 ₹49,89,600 | 6,500 ₹49,14,000 |
| 7.00Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. | |||||||||
Tender Value
₹2.1 Cr
Closing Date
23 Jun 2021, 5:30 pmClosed
Executive Engineer
Executive Engineer, MPPWD, NH division Rewa
One Time Improvement of existing inner town Portion of Katra Town left out portion on NH-30 (Old NH-27) Total length 3.60 Km. from Km. 63/800 to Km. 67/400 in the State of Madhya Pradesh.
2021_MoRTH_630637_1
02/SAC/NH/Rewa/2021-22
Open Tender
Civil Works - Roads
Item Rate
90 days
Katra Town
As per SBD Part 01 and 02
4 documents required · 4 mandatory
₹10,000
Yes
002192- Regional Pay and Accounts Office, Bhopal
Exempted
28 Jun 2021
20 May 2021
25 Jun 2021
20 May 2021
23 Jun 2021
20 May 2021
Amount
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. b) Using Drum Mix Plant of appropriate capacity.
(ii) for GradingII(19 mm nominal size)
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. b) Using Drum Mix Plant of appropriate capacity.
(IV) for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30)
B Hard Shoulders (CBR value >12)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.
Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(ii) Ordinary Kilometer stone (Precast)
(iii) Hectometer stone (Precast)
Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
i) 90 cm equilateral triangle
iv) 80 mm x 60 mm rectangular
Direction and Place Identification signs upto 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in I. Ordinary soil A. Manual Means
(i) upto 3 m depth
Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
A PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
A PCC Grade M15
Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.
Providing weep holes in Brick masonry/ Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.
Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900.
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
A 1000 mm dia
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row. Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
A 1000 mm dia
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A Stone/Boulder
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
cobra tar mac
RAM SAJJAN SHUKLA
M/s SHANTI CONSTRUCTION CO REWA
CLASSIC INFRASTRUCTURE
SINGO ENGINEERING INDIA PRIVATE LIMITED
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