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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 3 | L1₹3.1 CrAdmitted-Finance TANGLA UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | ₹3.1 Cr | L1 | Admitted-Finance |
| 4 | L2₹3.5 Cr+₹34.8 L (11.0%)Admitted-Finance HAIBORGAON CITY TOWN NAGAON P O HAIBORGAON P S NAGAON PIN 782002 DISTRICT NAGAON ASSAM | NAGAON | ASSAM | 782002 | ₹3.5 Cr+₹34.8 L (11.0%) | L2 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Dis-Qualified |
| Sl No | Description | Qty | Unit | Rishabh Jain L2 | Pabitra Boro L1 | M/S AGH CONSTRUCTIONS L1 | MANOJ KR MACHAHARY L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding
150 mm in thickness as per Technical Specification
Clause 201. (i) By Manual Means (a) In area of non thorny jungle | 1.15 | hectare | 45,000 ₹51,705 | 30,000 ₹34,470 Lowest | 40,000 ₹45,960 | 41,400 ₹47,568.6 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per Technical
Specification Clause 301.5 (i)Private Land | 3,117.81 | cum | 140 ₹4,36,493.4 Lowest | 178 ₹5,54,970.18 | 287 ₹8,94,811.47 | 180 ₹5,61,205.8 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical
Specification Clause 303.1. (i) Private Land | 2,809.39 | cum | 210 ₹5,89,971.9 | 180 ₹5,05,690.2 Lowest | 317 ₹8,90,576.63 | 225 ₹6,32,112.75 |
| 4.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.( including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) (ii) For Grading II Material | 861.75 | cum | 2,700 ₹23,26,725 | 2,200 ₹18,95,850 Lowest | 2,550 ₹21,97,462.5 | 2,970 ₹25,59,397.5 |
| 5.00 | 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 Technical Specification Clause 405. ( including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) (A) By Manual Means | 430.88 | cum | 3,800 ₹16,37,325 | 4,000 ₹17,23,500 | 3,950 ₹17,01,956.25 | 3,690 ₹15,89,928.75 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification
clause 1504 (a) Including Edge block/ Edge restraints | 5,745 | sqm | 1,100 ₹63,19,500 | 1,000 ₹57,45,000 | 1,040 ₹59,74,800 | 930 ₹53,42,850 Lowest |
| 7.00 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 2.16 | sqm | 4,500 ₹9,720 | 5,000 ₹10,800 | 4,200 ₹9,072 Lowest | 11,160 ₹24,105.6 |
| 8.00 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as
directed. (a) 15 cm dia. RCC guard post with reinforcement of 4nos.
12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. | 40 | EACH | 2,800 ₹1,12,000 | 1,500 ₹60,000 | 1,450 ₹58,000 | 1,053 ₹42,120 Lowest |
| 9.00 | Slab Culvert 3m & 2m span :- 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. (1) Ordinary soil (i) Upto 3 m depth | 379.6 | cum | 210 ₹79,716 | 300 ₹1,13,880 | 108 ₹40,996.8 Lowest | 108 ₹40,996.8 Lowest |
| 10.00 | Providing concrete for plain/reinforced
concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 (A) With crushed Stone I P.C.C grade M 10 (i) Nominal mix 1:3:6 | 44.42 | cum | 8,000 ₹3,55,360 | 6,000 ₹2,66,520 | 5,450 ₹2,42,089 Lowest | 5,850 ₹2,59,857 |
Tender Value
₹3.5 Cr
EMD Value
₹7 L
Closing Date
4 Oct 2021, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/Udalguri/01 Construction of road from No.2 Rowmari LP School to Barnadi Maharipara Road including RCC Bridge (L 1.57 Km) under RIDF-XXVII (NABARD) for the year 2021-22
2021_PWD_22932_1
CE/STBR/ RIDF-XXVII/03/21-22/4 Dtd. 03-09-2021
Open Tender
Civil Works – Roads
Item Rate
545 days
Panery
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹7 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
25 Oct 2021
13 Sept 2021
5 Oct 2021
13 Sept 2021
4 Oct 2021
13 Sept 2021
13 Sept 2021 - 4 Oct 2021
21 Sept 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i)Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.( including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) (ii) For Grading II Material
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 Technical Specification Clause 405. ( including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) (A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 (a) Including Edge block/ Edge restraints
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (a) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Slab Culvert 3m & 2m span :- 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. (1) Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone I P.C.C grade M 10 (i) Nominal mix 1:3:6
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) With Crushed Stone II P.C.C. grade M 20(i)Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) With Crushed Stone (iv) RCC Grade M 25 (i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (A) With crushed stone
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing and fixing 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specification.
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10
RCC BR.: 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. 'I. Ordinary soil A. Manual Means (I) Without dewatering '(i) upto 3 m depth
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N). Without plasticiser 'A. Well curb '(ii) . RCC M25 Grade 'Case I. Using concrete mixer
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N). Without plasticiser 'B. Well steining '(v). RCC M25 Grade 'Case I. Using concrete mixer
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.(N). Without plasticiser 'C. Bottom Plug '(ii). PCC Grade M25 'Case I. Using Concrete Mixer
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.(N). Without plasticiser 'E. Top plug '(i). Grade M15 PCC 'Case I. Using Concrete Mixer
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.(N). Without plasticiser 'F. Well cap (ii). RCC Grade M25'Case I. Using concrete Mixer
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. 'A. Sandy soil '(i). Depth below bed level upto 3.0 M
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. 'A. Sandy soil '(ii). Beyond 3m upto 10m depth
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. 'A. Sandy soil '(iii). Beyond 10m upto 20m
Sand filling in wells complete as per drawing and technical specifications
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (b). TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N). Without plasticiser F. RCC Grade M25 a. Height upto 5m 'Case I. Using concrete Mixer
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (b). TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
SUPER-STRUCTURE- 'Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N). Without Plasticiser 'B. RCC Grade M25 'Case I. Using Concrete Mixer '(ii) . For T-beam & slab b. Height 5m to 10m
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a). TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Drainage Spouts complete as per drawing and Technical specification
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b) . TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 'A. Stone/Boulder
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depthof 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval . Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2( two) each of Design& Drawing of each bridge to be submitted for approval and 8 ( eight)copies after approval of competent authority. including providing and erecting informatory sign board as per norms of NABARD
Pabitra Boro
M/S AGH CONSTRUCTIONS
Rishabh Jain
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