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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance M S VINOD PRASAD BIJALWAN PROPRIETOR NAGAR PANCHAYAT GAJA TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 248008 | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 CrAdmitted-Finance | ₹4.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.4 CrAdmitted-Finance | ₹5.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L4 | Admitted-Finance |
| 5 | L5₹7.8 CrAdmitted-Finance | ₹7.8 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VINOD PRASAD BIJLWAN L1 | JAI KEDAR CONSTRUCTION CO. L3 | Dilawar singh contractor L4 | PAVAI INFRA GEOCTECH L5 | EVERGREEN ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00SURIFICIAL TREATMENT Scaling of Slope @EL + 1388 | ||||||||
| 2.00 | Scaling of rock chunk lying on the slope i/c all cost of
machinaries, cost of crakamite powder if required, making
the ramp i/c all cost of labour, material, breaking of rock
piece using breaker and disposal of muck within a lead of
5km as per drawings and direction of Engineer Incharge,
Technical Specifications | 100 | CUM | 530 ₹53,000 | 480 ₹48,000 | 1,000 ₹1,00,000 | 100 ₹10,000 Lowest | 1,328 ₹1,32,800 |
| 3.00Offloading of slope @EL±1395 | ||||||||
| 4.00 | Excavation in Soil with Dozer with lead upto 1000 metres (
Excavation for road way in soil by mechanical means
including cutting and transporting the earth to site of
embankment/dumping area with lead upto 1000 metres,
including trimming bottom and side slopes in accordance
with requirements of lines, grades and cross sections.) | 50 | CUM | 40 ₹2,000 Lowest | 180 ₹9,000 | 55 ₹2,750 | 150 ₹7,500 | 419 ₹20,950 |
| 5.00Over Slope Area @EL±1383; @EL±1388; @EL±1390 | ||||||||
| 6.00 | Supply and installation of high tensile rolled cable net having
aperture size not more than 300mm in one direction and
minimum longitudinal tensile strength 100 KN/M and
puncturing resistance 200 kN, comprising of minimum 8mm
dia wire rope cable with a minimum breaking load of 40.7kN.
The tensile strength of wire of the cable should be 1770
N/sqmm having corrosion protection of Zn Coating Class A
or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-
17746-2016 for treatment of slopes including all cost of
material (net, boundary rope & rope anchor etc. comprising
of the complete system), labour, special labour and T&P
required to complete the work in all respect in accordance
with drawings,Technical Specifications and as per the
direction of Engineer-in-charge. Product Manufacturer shall
have in-house test facility for conducting longitudinal tensile
strength and puncturing resistance test and shall be
responsible for carrying out both test (longitudinal tensile
strength and puncturing resistance) during PDI, per lot in
presence of respresentative/s of E-i-C on his own expenses | 4,200 | SQM | 1,300 ₹54,60,000 | 1,645 ₹69,09,000 | 1,500 ₹63,00,000 | 2,100 ₹88,20,000 | 1,083 ₹45,48,600 Lowest |
| 7.00 | Supply and fixing of Double Twisted Mesh including all cost
of material, labour and T&P required to complete the work in
all respect with following properties:
a. Mesh type : 6x8, Mesh
opening : 60mm X 80mm
b. Mesh Wire dia. 2.2/3.2mm
(ID/OD), mechanically edged/selvedged with galvanization
as per EN 10223-3, and shall have minimum 16 numbers of
mesh openings per meter of mesh perpendicular to twist.
c.Tensile strength (500 Mpa) at a minimum elongation of 10%.
The minimum tensile strength of the mesh panel must be
34.0 kN/m (+/-5kN/m) in the parallel to the twist direction
and 13 kN/m in the perpendicular to the twist direction in
accordance with the requirements of IS 16014:2018.
d. Zinc Coating: The coating weight shall be heavily coated and soft type confirming to the requirements of specifications IS
4826:1972. Adhesion of Zinc Coating: No flakes or crack
shall be observed while testing for adhesion of zinc coating
as per IS 4826:1972.* ID/OD - Internal diameter/Outer
diameter of Polymer coated wire. | 4,200 | SQM | 330 ₹13,86,000 Lowest | 450 ₹18,90,000 | 370 ₹15,54,000 | 1,100 ₹46,20,000 | 510 ₹21,42,000 |
| 8.00Over Slope Area @EL±1395 | ||||||||
| 9.00 | Supply and installation of high tensile wiremesh consisting
wire dia 3mm having minimum tensile strength of 150 KN /
m and bearing resistance for puncturing / bursting strength
should be 100 KN and shouldn't pass a stone size of 75mm
dia. through mesh opening. The tensile strength of wire
should be 1770N/sqmm having with Zn Coating Class A or
95% Zn + 5% Al Class-B (Galfan) Coating as per ISO 7989-
2 for treatment of slopes, including all cost of material (net,
boundary rope & rope anchor etc comprising the complete
system), labour, special labour and T&P required to
complete the work in all respect in accordance with
drawings,Technical Specifications and as per the direction of
Engineer-in-charge. Product Manufacturer shall have inhouse test facility for conducting longitudinal tensile strength
and puncturing resistance test and shall be responsible for
carrying out both test (longitudinal tensile strength and
puncturing resistance) during PDI per lot in presence of
respresentative/s of E-i-C on his own expenses | 180 | SQM | 1,300 ₹2,34,000 | 1,800 ₹3,24,000 | 1,800 ₹3,24,000 | 2,200 ₹3,96,000 | 1,216 ₹2,18,880 Lowest |
| 10.00Over Slope Area @EL±1390; @EL±1395 | ||||||||
Tender Value
Refer Docs
EMD Value
₹16.7 L
Closing Date
27 Jun 2026, 3:00 pmClosed
Program Manager PIU PWD UPREPARE
Program Manager PIU PWD UPREPARE 5th Floor USDMA Building 36 IT Park Dehradun
Road Protection/treatment works of slope from Ch. 19.967 km - Ch. 20.103 km along Jakholi-Guptkashi road, (SH-37
2026_PIUP4_95911_1
02/RPW/RFB-IR/UPREPARE/2026
Open Tender
Civil Works
Item Rate
Rudraprayag
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Program Manager PIU-PWD U_PREPARE
₹16.7 L
Dehradun
24 Aug 2026
26 May 2026
27 Jun 2026
26 May 2026
27 Jun 2026
16 Jun 2026
26 May 2026 - 2 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SURIFICIAL TREATMENT Scaling of Slope @EL + 1388 | - | - | - | - |
| 2 | Scaling of rock chunk lying on the slope i/c all cost of
machinaries, cost of crakamite powder if required, making
the ramp i/c all cost of labour, material, breaking of rock
piece using breaker and disposal of muck within a lead of
5km as per drawings and direction of Engineer Incharge,
Technical Specifications | - | CUM | 1.25 | - |
| 3 | Offloading of slope @EL±1395 | - | - | - | - |
| 4 | Excavation in Soil with Dozer with lead upto 1000 metres (
Excavation for road way in soil by mechanical means
including cutting and transporting the earth to site of
embankment/dumping area with lead upto 1000 metres,
including trimming bottom and side slopes in accordance
with requirements of lines, grades and cross sections.) | - | CUM | 1.25 | - |
| 5 | Over Slope Area @EL±1383; @EL±1388; @EL±1390 | - | - | - | - |
| 6 | Supply and installation of high tensile rolled cable net having
aperture size not more than 300mm in one direction and
minimum longitudinal tensile strength 100 KN/M and
puncturing resistance 200 kN, comprising of minimum 8mm
dia wire rope cable with a minimum breaking load of 40.7kN.
The tensile strength of wire of the cable should be 1770
N/sqmm having corrosion protection of Zn Coating Class A
or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-
17746-2016 for treatment of slopes including all cost of
material (net, boundary rope & rope anchor etc. comprising
of the complete system), labour, special labour and T&P
required to complete the work in all respect in accordance
with drawings,Technical Specifications and as per the
direction of Engineer-in-charge. Product Manufacturer shall
have in-house test facility for conducting longitudinal tensile
strength and puncturing resistance test and shall be
responsible for carrying out both test (longitudinal tensile
strength and puncturing resistance) during PDI, per lot in
presence of respresentative/s of E-i-C on his own expenses | - | SQM | 1.25 | - |
| 7 | Supply and fixing of Double Twisted Mesh including all cost
of material, labour and T&P required to complete the work in
all respect with following properties:
a. Mesh type : 6x8, Mesh
opening : 60mm X 80mm
b. Mesh Wire dia. 2.2/3.2mm
(ID/OD), mechanically edged/selvedged with galvanization
as per EN 10223-3, and shall have minimum 16 numbers of
mesh openings per meter of mesh perpendicular to twist.
c.Tensile strength (500 Mpa) at a minimum elongation of 10%.
The minimum tensile strength of the mesh panel must be
34.0 kN/m (+/-5kN/m) in the parallel to the twist direction
and 13 kN/m in the perpendicular to the twist direction in
accordance with the requirements of IS 16014:2018.
d. Zinc Coating: The coating weight shall be heavily coated and soft type confirming to the requirements of specifications IS
4826:1972. Adhesion of Zinc Coating: No flakes or crack
shall be observed while testing for adhesion of zinc coating
as per IS 4826:1972.* ID/OD - Internal diameter/Outer
diameter of Polymer coated wire. | - | SQM | 100 | - |
| 8 | Over Slope Area @EL±1395 | - | - | - | - |
| 9 | Supply and installation of high tensile wiremesh consisting
wire dia 3mm having minimum tensile strength of 150 KN /
m and bearing resistance for puncturing / bursting strength
should be 100 KN and shouldn't pass a stone size of 75mm
dia. through mesh opening. The tensile strength of wire
should be 1770N/sqmm having with Zn Coating Class A or
95% Zn + 5% Al Class-B (Galfan) Coating as per ISO 7989-
2 for treatment of slopes, including all cost of material (net,
boundary rope & rope anchor etc comprising the complete
system), labour, special labour and T&P required to
complete the work in all respect in accordance with
drawings,Technical Specifications and as per the direction of
Engineer-in-charge. Product Manufacturer shall have inhouse test facility for conducting longitudinal tensile strength
and puncturing resistance test and shall be responsible for
carrying out both test (longitudinal tensile strength and
puncturing resistance) during PDI per lot in presence of
respresentative/s of E-i-C on his own expenses | - | SQM | 1.25 | - |
| 10 | Over Slope Area @EL±1390; @EL±1395 | - | - | - | - |
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