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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹10.0 Cr+₹1.5 Cr (17.6%)Accepted-Finance | L2 | Accepted-Finance 2nd Lowest | |
| 2 | L1₹8.5 CrRejected-Finance A SECTOR P O P S NAHARLAGUN DIST PAPUM PARE ARUNACHAL PRADESH 791110 | NAHARLAGUN | PAPUM PARE | ARUNACHAL PRADESH | 791110 | L1 | Rejected-Finance Withdrawal of Bid | |
| 3 | L3₹10.0 Cr+₹1.5 Cr (17.6%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | Ms Buru Enterprises L3 | M/s. Tama Fabrication Works L1 | M/s Peno Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00SH:- Site Clearence | ||||||
| 2.00Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) | ||||||
| 3.00 | (i) Girth from 300 mm to 600 mm | 30 | Each | 325 ₹9,750 | 304 ₹9,120 Lowest | 325 ₹9,750 |
| 4.00 | (ii) Girth from 600 mm to 900 mm | 20 | Each | 590 ₹11,800 | 551.63 ₹11,032.6 Lowest | 590 ₹11,800 |
| 5.00 | (iii) Girth from 900 mm to 1800 mm | 10 | Each | 1,190 ₹11,900 | 1,065.63 ₹10,656.3 Lowest | 1,190 ₹11,900 |
| 6.00Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | ||||||
| 7.00By Manual Means:- | ||||||
| 8.00 | A) In area of light jungle | 4.8 | hectare | 72,206 ₹3,46,588.8 | 62,098.34 ₹2,98,072.03 Lowest | 72,206 ₹3,46,588.8 |
| 9.00 | B) In area of thorny jungle | 3.2 | hectare | 94,542 ₹3,02,534.4 | 83,198.81 ₹2,66,236.19 Lowest | 94,542 ₹3,02,534.4 |
| 10.00SH:- Formation Cutting | ||||||
Tender Value
Refer Docs
EMD Value
₹10.0 L
Closing Date
15 Mar 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE, Doimukh Division, PWD, AP, Doimukh
O/o EE, Doimukh Division, PWD, AP, Doimukh
C/o Road from Lower Sher Bomchi Bomte village under Kimin Sub-Division, in Papum Pare District (Ph-I).
2024_PWDAP_1759_1
DD/2023-24/18
Open Tender
Civil Works
Item Rate
730 days
Kimin
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE PWD, Doimukh
₹10.0 L
Yes
9 Nov 2026
2 Mar 2024
16 Mar 2024
2 Mar 2024
15 Mar 2024
2 Mar 2024
Amount
SH:- Site Clearence
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
(i) Girth from 300 mm to 600 mm
(ii) Girth from 600 mm to 900 mm
(iii) Girth from 900 mm to 1800 mm
Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
By Manual Means:-
A) In area of light jungle
B) In area of thorny jungle
SH:- Formation Cutting
Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
Deduction
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
Sub-Head:- RCC Box Culvert 2.00m Span - 2.00m height with Wing walls
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
Manual Means
Depth upto 3 m
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20 , Using Concrete Mixer, Height upto 5m
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Providing and laying filter media behind abutment and return wall, complete as per drawings and Technical Specifications Section 1200.
Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300.
Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.
Providing & fixing in position HYSD (TMT) reinforcement bars in superstrucutre complete as per drawings and Technical Specifications Section 1000.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Sub-Head:- RCC Box Culvert 5.00m Span - 4.00m height with Wing walls
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
Manual Means
Depth upto 3 m
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
Height upto 5m
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Providing and laying filter media behind abutment and return wall, complete as per drawings and Technical Specifications Section 1200.
Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300.
Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.
Providing & fixing in position HYSD (TMT) reinforcement bars in superstrucutre complete as per drawings and Technical Specifications Section 1000.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Sub-Head:- Retaning Wall of Height 3.00m. (R.R.M.)
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.)
Ordinary soil, Manual Means, upto 3 m depth
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Sub-Head:-Breast Wall of Height 3.00m. (R.R.M.)
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.)
Ordinary soil, Manual Means, upto 3 m depth
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
SH:- C.C. Drain 60cm wide
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.)
Ordinary soil
Manual Means
upto 3 m depth
Dry rubble Flooring
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M20.
Using concrete mixer
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Cement Neat Punning…..
M/s Peno Enterprises
Ms Buru Enterprises
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