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Tender ID
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₹24.3 L+₹48,300.46 (1.95%)Accepted-AOC ALGAPUR DHARMANAGAR NORTH TRIPURA 799250 | DHARMANAGAR | NORTH TRIPURA | TRIPURA | 799250 | L2 | Accepted-AOC Became L1 and accepted at per schedule rate. | |
| 2 | L1₹24.8 LRejected-Finance FATIKROY UNAKOTI TRIPURA | FATIKROY | UNAKOTI | TRIPURA | L1 | Rejected-Finance Willingly withdrawn own bid | |
| 3 | L3₹25.7 L+₹96,843.64 (3.91%)Rejected-AOC | L3 | Rejected-AOC L2 |
Tender Value
₹24.3 L
EMD Value
₹48,543
Closing Date
11 Jul 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, PWD (RandB), Dharmanagar Division
WBM, PMC, Seal Coat and Construction of R.C.C Drains etc.
2024_CEPWD_50195_1
22/EE/DD/PWD(RnB)/2024-25
Open Tender
Civil Works - Roads
Percentage
90 days
Dharmanagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,543
10 Dec 2024
27 Jun 2024
11 Jul 2024
27 Jun 2024
11 Jul 2024
27 Jun 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (iii) WBM Grading - 3.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. (A) By Manual Means. | 5.34 | Cum | 8,452.2 | ₹45,117.84 |
| 2 | Tack Coat. Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface.Providing and applying tack coat using hot straight run bitumen of grade VG-30, ncluding heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On ituminous surface @ 0.50 Kg/ Sqm. | 341.32 | Sqm | 41 | ₹13,994.24 |
| 3 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | 71.18 | Sqm | 55.2 | ₹3,928.97 |
| 4 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. I : By Mechanical Means. (I) Bitumen of VG-30. | 412.5 | Sqm | 336.8 | ₹1,38,930 |
| 5 | Seal Coat. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. (A)By Manual Means. Case - IV : Type D (premix with fine sand). (I) Bitumen of VG-30. | 412.5 | Sqm | 77.1 | ₹31,803.75 |
| 6 | Maintenance of bituminous surface road. (I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | 2.42 | Cum | 17,862.7 | ₹43,156.28 |
| 7 | Excavation for Structures. A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I Ordinary Soil. (i) Upto 3 m depth. | 249.06 | Cum | 458.2 | ₹1,14,118.38 |
| 8 | Filling in foundation trenches as per drawing & MoRD. I Sand Filling. | 34.03 | Cum | 1,168 | ₹39,747.04 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). I P.C.C grade M 10. (i) Nominal mix 1:3:6. | 34.23 | Cum | 9,983.7 | ₹3,41,692.13 |
| 10 | IV R.C.C grade M 20. | 99.89 | Cum | 11,091.4 | ₹11,07,864.49 |
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