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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC HOUSE NO 20 BAGHARBARI VIDYANAGAR 2 PANJABARI GUWAHATI ASSAM 781037 | KAMRUP METRO | ASSAM | 781037 | ₹1.2 Cr | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L1₹1.2 CrRejected-AOC | ₹1.2 Cr | L1 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | L1₹1.2 CrRejected-AOC HOUSE NO 47 SUPRABHA PATH SIJUBARI P O HATIGAON P S HATIGAON DIST KAMRUP M GUWAHATI 38 | GUWAHATI | KAMRUP M | ASSAM | 781038 | ₹1.2 Cr | L1 | Rejected-AOC CONTRACT NOT AWARDED |
| 4 | L1₹1.2 CrRejected-AOC KAMALPUR P O BAIHATA P S KAMALPUR DIST KAMRUP | KAMRUP | ASSAM | 781030 | ₹1.2 Cr | L1 | Rejected-AOC CONTRACT NOT AWARDED |
| 5 | L1₹1.2 CrRejected-AOC VILL BOKO RAY PARA P O P S BOKO DIST KAMRUP ASSAM PIN 781123 | BOKO | KAMRUP | ASSAM | 781123 | ₹1.2 Cr | L1 | Rejected-AOC CONTRACT NOT AWARDED |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
12 Oct 2020, 2:00 pmClosed
Director, Soil Conservation Deptt., Assam
Directorate of Soil conservation, Assam, Ghy-05
CONSESOIL and WATER RVATION MEASURES TO ENHANCE AGRICULTURAL PRODUCTIVITY OF MAGURI, DAKHIN SINGRA, MAIHATI and PALARA AREA UNDER RIDF XXV
2020_SCD_18832_1
E-TEN-1/2020-21/2168 DT.25-09-2020
Open Tender
Civil Works
Works
1095 days
Nalbari
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Director, Soil Conservation Deptt.
₹2.4 L
Yes
23 Nov 2020
30 Sept 2020
12 Oct 2020
30 Sept 2020
12 Oct 2020
2 Oct 2020
Amount
Group A
Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.
P.C.C. work in proportion 1:3:6 mix with crushed stone agg.40mm nominal size mechanically mixed placed in foundation and completed by vibration including curing etc. completed as per drawing and technical specification.
R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.
Providing weep wholes in R.C.C. Head wall etc. with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20 H towards drawing face etc. complete as per drawing and technical specification.
Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size toward the Head wall and provided over the entire surface behind head wall to the full height compact to a firm condition complete as per drawing and specification.
Cement plastering on exposed side of all walls etc. of R.C.C. Drop Spill Way structure of 12 mm thick in prop. 1:3
Earth work by head load in filling in front of the structure, guide bund etc. with all leads 60 m including ramming, cambering, sectioning with approved quality materials, sprinkling water ramming from the height 0.90m with hammer not less than 60 kg weight as per drawing and technical specification.
In Periphery Bund (Both side of the structure)
Furnishing and laying of the live sods of perennial turf forming grass on guide bund slope or other locations shown on the drawing or as directed by the dept. including preparation of ground, fetching of sods etc. complete as directed.
Providing and laying boulder apron on gully bed in up stream and down stream of RCC structure for protection against scour with stone boulders weighing not less than 40 K.g. (mansize) each complete as per drawing and technical specification. (A) Boulder laid dry without wire.
R.C.C. works for slab and Post with agg. in size 13 mm to 38 mm of down graded gravel in proportion 1 : 2 : 4 including necessary shuttering, curing etc. complete as directed. (Payment of M/S Road will be made Separately ) (E) R.C.C. Grade M 20
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. (b) With TATA make TMT Rebar
Cement plastering works to the exposed posts, slabs in prop 1:3 including curing etc. complete.
Construction of temporary shed for storage of materials and for accommodation of dept. staffs, labours, masons etc. at the project site.
Provision for installation of 1 No. Tubewell at the site camp including supplying all necessary materials.
Cost of R.C.C. Signboard including painting, writing & fitting fixing at project site the complete.
Group B
Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.
P.C.C. work in proportion 1:3:6 mix with crushed stone agg.40mm nominal size mechanically mixed placed in foundation and completed by vibration including curing etc. completed as per drawing and technical specification.
R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.
Providing weep wholes in R.C.C. Head wall etc. with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20 H towards drawing face etc. complete as per drawing and technical specification.
Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size toward the Head wall and provided over the entire surface behind head wall to the full height compact to a firm condition complete as per drawing and specification.
Cement plastering on exposed side of all walls etc. of R.C.C. Drop Spill Way structure of 12 mm thick in prop. 1:3
Earth work by head load in filling in front of the structure, guide bund etc. with all leads 60 m including ramming, cambering, sectioning with approved quality materials, sprinkling water ramming from the height 0.90m with hammer not less than 60 kg weight as per drawing and technical specification.
In Periphery Bund (Both side of the structure)
Furnishing and laying of the live sods of perennial turf forming grass on guide bund slope or other locations shown on the drawing or as directed by the dept. including preparation of ground, fetching of sods etc. complete as directed.
Providing and laying boulder apron on gully bed in up stream and down stream of RCC structure for protection against scour with stone boulders weighing not less than 40 K.g. (mansize) each complete as per drawing and technical specification. (A) Boulder laid dry without wire.
R.C.C. works for slab and Post with agg. in size 13 mm to 38 mm of down graded gravel in proportion 1 : 2 : 4 including necessary shuttering, curing etc. complete as directed. (Payment of M/S Road will be made Separately ) (E) R.C.C. Grade M 20.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. (b) With TATA make TMT Rebar.
Cement plastering works to the exposed posts, slabs in prop 1:3 including curing etc. complete.
Construction of diversion channel to flow the water of the propose site.
Earthwork in filling the diversion channel after completion of work.
Construction of temporary shed for storage of materials and for accommodation of dept. staffs, labours, masons etc. at the project site.
Provision for installation of 1 No. Tubewell at the site camp including supplying all necessary materials.
Cost of R.C.C. Signboard including painting, writing & fitting fixing at project site the complete.
Group C
Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.
P.C.C. work in proportion 1:3:6 mix with crushed stone agg.40mm nominal size mechanically mixed placed in foundation and completed by vibration including curing etc. completed as per drawing and technical specification.
R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.
Providing weep wholes in R.C.C. Head wall etc. with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20 H towards drawing face etc. complete as per drawing and technical specification.
Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size toward the Head wall and provided over the entire surface behind head wall to the full height compact to a firm condition complete as per drawing and specification.
Cement plastering on exposed side of all walls etc. of R.C.C. Drop Spill Way structure of 12 mm thick in prop. 1:3
Earth work by head load in filling in front of the structure, guide bund etc. with all leads 60 m including ramming, cambering, sectioning with approved quality materials, sprinkling water ramming from the height 0.90m with hammer not less than 60 kg weight as per drawing and technical specification.
In Periphery Bund (Both side of the structure)
Furnishing and laying of the live sods of perennial turf forming grass on guide bund slope or other locations shown on the drawing or as directed by the dept. including preparation of ground, fetching of sods etc. complete as directed.
Providing and laying boulder apron on gully bed in up stream and down stream of RCC structure for protection against scour with stone boulders weighing not less than 40 K.g. (mansize) each complete as per drawing and technical specification. (A) Boulder laid dry without wire.
R.C.C. works for slab and Post with agg. in size 13 mm to 38 mm of down graded gravel in proportion 1 : 2 : 4 including necessary shuttering, curing etc. complete as directed. (Payment of M/S Road will be made Separately ) (E) R.C.C. Grade M 20.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. (b) With TATA make TMT Rebar.
Construction of temporary shed for storage of materials and for accommodation of dept. staffs, labours, masons etc. at the project site.
Construction of diversion channel to flow the water of the propose site.
Earthwork in filling the diversion channel after completion of work.
Cement plastering works to the exposed posts, slabs in prop 1:3 including curing etc. complete.
Provision for installation of 1 No. Tubewell at the site camp including supplying all necessary materials.
Cost of R.C.C. Signboard including painting, writing & fitting fixing at project site the complete.
Group D
Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.
P.C.C. work in proportion 1:3:6 mix with crushed stone agg.40mm nominal size mechanically mixed placed in foundation and completed by vibration including curing etc. completed as per drawing and technical specification.
R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.
Providing weep wholes in R.C.C. Head wall etc. with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20 H towards drawing face etc. complete as per drawing and technical specification.
Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size toward the Head wall and provided over the entire surface behind head wall to the full height compact to a firm condition complete as per drawing and specification.
Cement plastering on exposed side of all walls etc. of R.C.C. Drop Spill Way structure of 12 mm thick in prop. 1:3
Earth work by head load in filling in front of the structure, guide bund etc. with all leads 60 m including ramming, cambering, sectioning with approved quality materials, sprinkling water ramming from the height 0.90m with hammer not less than 60 kg weight as per drawing and technical specification.
In Periphery Bund (Both side of the structure)
Furnishing and laying of the live sods of perennial turf forming grass on guide bund slope or other locations shown on the drawing or as directed by the dept. including preparation of ground, fetching of sods etc. complete as directed.
Providing and laying boulder apron on gully bed in up stream and down stream of RCC structure for protection against scour with stone boulders weighing not less than 40 K.g. (mansize) each complete as per drawing and technical specification. (A) Boulder laid dry without wire.
R.C.C. works for slab and Post with agg. in size 13 mm to 38 mm of down graded gravel in proportion 1 : 2 : 4 including necessary shuttering, curing etc. complete as directed. (Payment of M/S Road will be made Separately ) (E) R.C.C. Grade M 20.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed. (b) With TATA make TMT Rebar.
Cement plastering works to the exposed posts, slabs in prop 1:3 including curing etc. complete.
Construction of temporary shed for storage of materials and for accommodation of dept. staffs, labours, masons etc. at the project site.
Construction of diversion channel to flow the water of the propose site.
Earthwork in filling the diversion channel after completion of work.
Provision for installation of 1 No. Tubewell at the site camp including supplying all necessary materials.
Cost of R.C.C. Signboard including painting, writing & fitting fixing at project site the complete.
Group E
Clearing and grubbing waste land including removing water hyacinth, uprooting ipomea plants, debris collection, burning and removal of them etc. works completed as directed.
Earth work in excavation in soil for construction of drainage channel to the proper grade including removing the surplus earth and placing the soil in the form of marginal bund including dressing grading the surface etc. complete as directed.
Contingencies for site preparation, surveying, projectisation and fitting & fixing 1 No. RCC Signboard at the project site.
Group F
Earth work in excavation of foundation of structures as per drawing and technical specification including setting out, construction shoring and bracing, removal of stumps, sand other deleterious matter, dressing of sides and bottom, back filling the excavated earth to the extent required and utilising the remaining earth locally for road work.
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the sub grade including earthwork in excavation as directed including all labour and materials and if necessary dewatering etc. complete as directed.
Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed, placed in foundation.
Brick masonry work in 1:3 in sub-structure excluding cost of pointing and plastering complete as directed.
R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.
Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.
Plastering work with cement mortar in prop. 1:3 on brick work in sub-structure as per technical specification complete as directed.
Construction of temporary shed for storage of materials and for accommodation of dept. staffs, labours, masons etc. at the project site.
Provision for installation of 1 No. Tubewell at the site camp including supplying all necessary materials.
Cost of R.C.C. Signboard including painting, writing & fitting fixing at project site the complete.
ABDUL HAMID
ABDUL HASIM
Sri Kamal Daimari
Deraj Saikia
SAHIL AKHTAR
Dhaneswar Kalita
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