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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹7.7 L (3.59%)Admitted-Finance | ₹2.2 Cr+₹7.7 L (3.59%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹36.2 L (17.0%)Admitted-Finance | ₹2.5 Cr+₹36.2 L (17.0%) | L3 | Admitted-Finance |
| 4 | L4₹2.7 Cr+₹53.3 L (25.0%)Admitted-Finance 137M 137 N OM SHANLI COMPLEX HOPE COLLEGE AVINASHI ROAD COIMBATORE PIN 641004 | COIMBATORE | COIMBATORE | TAMIL NADU | 641004 | ₹2.7 Cr+₹53.3 L (25.0%) | L4 | Admitted-Finance |
| 5 | L5₹3.0 Cr+₹87.8 L (41.1%)Admitted-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹3.0 Cr+₹87.8 L (41.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pioneer Foundation Engineers Pvt. Ltd L5 | Global Construction L3 | Pavai Infra Geotech L4 | GeoOne Solutions L2 | OST SLOPE PROTECTION ENGINEERING INDIA PVT.LTD L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00e-NIT for Stabilization of Hill Slopes on the back side of SAMVEDNA-I & II at SMVD College of Nursing, Kakryal-Katra | ||||||||
| 1.01 | Earthwork in bulk excavation in all kinds of soil by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 mts in width as well as 10 sqm on plan including disposal of excavated soil by Mechanical Transport upto a lead of 1 km (As directed by the Engineer-Incharge). | 15,431 | CUM | 250 ₹38,57,750 | 295 ₹45,52,145 | 254 ₹39,19,474 | 265 ₹40,89,215 | 220 ₹33,94,820 Lowest |
| 1.02 | Supply and Installation of Self Drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm in soil / overburden / rock suitable for drilling placing and grouting. Installation with 76 mm dia drill bit. Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting, T&P etc. to complete the work in all respect. All type of soil which includes river borne material. | 1,461.6 | RM | 3,300 ₹48,23,280 | 3,200 ₹46,77,120 | 3,720 ₹54,37,152 | 3,150 ₹46,04,040 | 3,020 ₹44,14,032 Lowest |
| 1.03 | Supply and Installation of Self Drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm in soil / overburden / rock suitable for drilling placing and grouting. Installation with 100 mm dia drill bit. Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting, T&P etc to complete the work in all respect. All type of soil which includes river borne material. | 162.4 | RM | 3,500 ₹5,68,400 | 3,616 ₹5,87,238.4 | 3,315 ₹5,38,356 | 3,300 ₹5,35,920 | 3,020 ₹4,90,448 Lowest |
| 1.04 | Providing and laying in position cement concrete (1:3:6) 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size with 30% plum including curing but excluding the cost of centering, shuttering, finishing in retained walls, breast walls etc. upto all heights including all leads, lifts & carriage of materials complete. | 984 | CUM | 7,500 ₹73,80,000 | 5,424 ₹53,37,216 | 6,500 ₹63,96,000 | 5,400 ₹53,13,600 | 5,020 ₹49,39,680 Lowest |
| 1.05 | Placing / Filling of stone for plum concrete work including all leads, lifts, carriage & cost of stones. | 396 | CUM | 2,300 ₹9,10,800 | 4,520 ₹17,89,920 | 1,890 ₹7,48,440 | 2,200 ₹8,71,200 | 320 ₹1,26,720 Lowest |
| 1.06 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 4 graded stone aggregate 40 mm nominal size). Including carriage of materials complete. | 90 | CUM | 7,350 ₹6,61,500 | 4,746 ₹4,27,140 Lowest | 6,500 ₹5,85,000 | 5,150 ₹4,63,500 | 5,020 ₹4,51,800 |
| 1.07 | Providing and laying in positon cement concrete of specified grade including curing but excluding the cost of centering, shuttering & finishing. All work upto plinth level : 1-1/2 : 3 (1 cement: 1-1/2 coarse sand : 3 graded stone aggregate 20mm nominal size) including carriage of materials complete. | 45 | CUM | 8,100 ₹3,64,500 | 8,800 ₹3,96,000 | 6,500 ₹2,92,500 Lowest | 8,200 ₹3,69,000 | 8,020 ₹3,60,900 |
| 1.08 | Supply and installation of high tensile wire mesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244- 2:2009 for treatment of slopes, including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in- charge. | 1,543 | SQM | 4,100 ₹63,26,300 | 2,600 ₹40,11,800 | 3,500 ₹54,00,500 | 1,450 ₹22,37,350 Lowest | 3,020 ₹46,59,860 |
| 1.09 | Grouting through SDRA on slopes wherever required including supply of all materials, labour, T&P for proper completion of the work as per direction of Engineer-in-Charge. | 812 | BAG | 850 ₹6,90,200 | 881 ₹7,15,372 | 1,350 ₹10,96,200 | 540 ₹4,38,480 Lowest | 620 ₹5,03,440 |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
24 Jun 2022, 3:00 pmClosed
Dy. CEO (V)
SMVDSB, Katra
e-NIT for Stabilization of Hill Slopes on the back side of SAMVEDNA-I and II at SMVD College of Nursing, Kakryal-Katra
2022_SMVSB_173713_1
e-NIT No. CO/Proj./98/3055 dt 11.06.2022
Open Tender
Civil Works
Item Rate
240 days
SMVDCoN, Kakryal, Katra
refer Bid Document
4 documents required · 4 mandatory
₹5,000
Chief Accounts Officer, SMVDSB
₹5.3 L
16 Sept 2022
11 Jun 2022
25 Jun 2022
11 Jun 2022
24 Jun 2022
11 Jun 2022
Amount
e-NIT for Stabilization of Hill Slopes on the back side of SAMVEDNA-I & II at SMVD College of Nursing, Kakryal-Katra
Earthwork in bulk excavation in all kinds of soil by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 mts in width as well as 10 sqm on plan including disposal of excavated soil by Mechanical Transport upto a lead of 1 km (As directed by the Engineer-Incharge).
Supply and Installation of Self Drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm in soil / overburden / rock suitable for drilling placing and grouting. Installation with 76 mm dia drill bit. Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting, T&P etc. to complete the work in all respect. All type of soil which includes river borne material.
Supply and Installation of Self Drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm in soil / overburden / rock suitable for drilling placing and grouting. Installation with 100 mm dia drill bit. Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting, T&P etc to complete the work in all respect. All type of soil which includes river borne material.
Providing and laying in position cement concrete (1:3:6) 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size with 30% plum including curing but excluding the cost of centering, shuttering, finishing in retained walls, breast walls etc. upto all heights including all leads, lifts & carriage of materials complete.
Placing / Filling of stone for plum concrete work including all leads, lifts, carriage & cost of stones.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand : 4 graded stone aggregate 40 mm nominal size). Including carriage of materials complete.
Providing and laying in positon cement concrete of specified grade including curing but excluding the cost of centering, shuttering & finishing. All work upto plinth level : 1-1/2 : 3 (1 cement: 1-1/2 coarse sand : 3 graded stone aggregate 20mm nominal size) including carriage of materials complete.
Supply and installation of high tensile wire mesh having minimum tensile strength of 150 KN / m and minimum bearing resistance for puncturing / bursting strength should be 100 KN with Zn Coating Class A or 95% Zn + 5% Al Class-B Coating as per EN 10244- 2:2009 for treatment of slopes, including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawings, Technical Specifications and the direction of Engineer-in- charge.
Grouting through SDRA on slopes wherever required including supply of all materials, labour, T&P for proper completion of the work as per direction of Engineer-in-Charge.
Supply and Filling of stones hand packed behind retaining wall and foundations etc. including carriage of materials complete.
Providing and laying PVC pipe weep holes in the plum concrete walls as directed by Engineer-in-charge
Centering and shuttering including strutting, propping etc. and removal of form work for:
(a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
(b) Foundation and Footings etc.
Cement concrete flooring 40mm tick in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, including cement slurry and curing complete but excluding the cost of nosing of steps etc. including carriage of materials complete
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