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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.2 LAccepted-AOC | ₹39.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹40.8 L+₹1.6 L (4.07%)Rejected-Finance | ₹40.8 L+₹1.6 L (4.07%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | L2₹40.8 L+₹1.6 L (4.07%)Rejected-Finance | ₹40.8 L+₹1.6 L (4.07%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 4 | L3₹41.2 L+₹2.0 L (5.12%)Rejected-Finance | ₹41.2 L+₹2.0 L (5.12%) | L3 | Rejected-Finance Refer to Financial minutes. |
| 5 | L4₹42.3 L+₹3.1 L (7.88%)Rejected-Finance | ₹42.3 L+₹3.1 L (7.88%) | L4 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | Md. Chan Ali L1 | HIMALAY CONSTRUCTION L3 | GOLAM NABI AZAD L4 | M/S Marshal Vision L2 | J M ENTERPRISE L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00EARTHEN PERIPHERY BUND ON THE BANK OF THE STREAM LEFT SIDE | ||||||||
| 1.01 | Clearing and grubbing drain including rank vegetation,grass,bushes,sapling etc and dispose of unserviceable materials outside the periphery of the area.(By manual means) | 0.62 | Hect. | 43,971.9 ₹27,104.28 Lowest | 46,226.58 ₹28,494.06 | 47,437.63 ₹29,240.56 | 45,763.36 ₹28,208.54 | 45,763.36 ₹28,208.54 |
| 1.02 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m,transporting to site ,spreading,grading to required slope and and ompacting p g to meet requirement of table 300.1 and 300.2 with a lead upto 1000m. | 5,480.76 | cum | 214.25 ₹11,74,252.83 Lowest | 225.23 ₹12,34,431.57 | 231.13 ₹12,66,768.06 | 222.97 ₹12,22,045.06 | 222.97 ₹12,22,045.06 |
| 1.03 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 4,385.3 | cum | 19.41 ₹85,118.67 Lowest | 20.4 ₹89,460.12 | 20.94 ₹91,828.18 | 20.2 ₹88,583.06 | 20.2 ₹88,583.06 |
| 2.00EARTHEN PERIPHERY BUND ON THE BANK OF THE STREAM RIGHT SIDE | ||||||||
| 2.01 | Clearing and grubbing drain including rank vegetation,grass,bushes,sapling etc and dispose of unserviceable materials outside the periphery of the area.(By manual means) | 0.62 | Hect. | 43,971.9 ₹27,104.28 Lowest | 46,226.58 ₹28,494.06 | 47,437.63 ₹29,240.56 | 45,763.36 ₹28,208.54 | 45,763.36 ₹28,208.54 |
| 2.02 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m,transporting to site ,spreading,grading to required slope and and ompacting p g to meet requirement of table 300.1 and 300.2 with a lead upto 1000m. | 5,480.76 | cum | 214.25 ₹11,74,252.83 Lowest | 225.23 ₹12,34,431.57 | 231.13 ₹12,66,768.06 | 222.97 ₹12,22,045.06 | 222.97 ₹12,22,045.06 |
| 2.03 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 4,385.3 | cum | 19.41 ₹85,118.67 Lowest | 20.4 ₹89,460.12 | 20.94 ₹91,828.18 | 20.2 ₹88,583.06 | 20.2 ₹88,583.06 |
| 3.00GULLY CONTROL PLUG | ||||||||
| 3.01 | Site preparation , cleaning and removing of debris etc. | 1 | L.S. | 1,875.2 ₹1,875.2 Lowest | 1,971.35 ₹1,971.35 | 2,023 ₹2,023 | 1,951.6 ₹1,951.6 | 1,951.6 ₹1,951.6 |
Tender Value
₹49.8 L
EMD Value
₹99,510
Closing Date
26 Mar 2025, 6:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Integrated water Harvesting Structure cum Land Reclamation and Water Distribution Project connecting to Kharkhowa (phase-ll) under RIDF-XXX
2025_SCD_43247_2
NoTender/ NIT/Pt/2024-25/4970
Open Tender
Civil Works
Item Rate
90 days
Darrang
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹99,510
Yes
O/o The DSC
1 Sept 2025
5 Mar 2025
27 Mar 2025
6 Mar 2025
26 Mar 2025
15 Mar 2025
11 Mar 2025
Amount
EARTHEN PERIPHERY BUND ON THE BANK OF THE STREAM LEFT SIDE
Clearing and grubbing drain including rank vegetation,grass,bushes,sapling etc and dispose of unserviceable materials outside the periphery of the area.(By manual means)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m,transporting to site ,spreading,grading to required slope and and ompacting p g to meet requirement of table 300.1 and 300.2 with a lead upto 1000m.
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
EARTHEN PERIPHERY BUND ON THE BANK OF THE STREAM RIGHT SIDE
Clearing and grubbing drain including rank vegetation,grass,bushes,sapling etc and dispose of unserviceable materials outside the periphery of the area.(By manual means)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m,transporting to site ,spreading,grading to required slope and and ompacting p g to meet requirement of table 300.1 and 300.2 with a lead upto 1000m.
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
GULLY CONTROL PLUG
Site preparation , cleaning and removing of debris etc.
Preparation of survice road to carry the materials to the project site.
Excavation for Structure Earth work in excavation of foundation for structures as per drawing & technical specification, including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom and backfilling in trenches with approved material..........Above GBL
Excavation for Structure Earth work in excavation of foundation for structures as per drawing & technical specification, including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom and backfilling in trenches with approved material..........Below GBL
Sand Filling in Foundation Sand Filling in Foundation Trenches as per Drawing and Technical Specification
Plain Cement Concrete Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm normal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
RCC Works RCC Works in in sub structure complete as per drawing & technical specification and steel shuttering form work.
Supplying, fitting & placing TMT bar reinforcement in substructure complete as per drawing & technical specifications.
Plastering of Walls Plastering with cement mortar ( 1 : 3 ) on R.C.C. works as per technical specifications.
Diversion Channel Construction of Diversion Channel
Earthwork in fill of diversion channel
Boulder Apron Providing & laying boulder apron on the bed for protection against scour with stone boulders weighting not less than 40 kg each complete as per drawing & technical specifications.
RCC BOX CULVERT
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Sand filling in Foundation Trenches as per Drawing and Technical Specification
Laying brick soling layeron prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Plastering with cement mortar (1:4), 15 mm thick on brickwork insubstructure as per technical specification Clauses 613.4 & 1204
Steel Pipe 50mm external dia for Railing
SIGN BOARD
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 materials.
PCC 1:3:6 in foundation
RCC in substructure complete as per drawing and technical specification and steel shuttering formwork,curing completed as directed.
Supplying,fitting and placing TMT bar reinforcement.
Brickwork with cement mortar(1:4),15 mm thick on brickwork in substructure
Providing,fitting& fixing of granite plate including engraving letter writing.
M/S Marshal Vision (BID ID -262747)
J M ENTERPRISE (BID ID -263332)
HIMALAY CONSTRUCTION (BID ID -263176)
GOLAM NABI AZAD (BID ID -261588)
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