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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance JAWAHAR NAGAR H N 41 P O KHANAPARA P S DISPUR DIST KAMRUP M PIN 781022 | KAMRUP METRO | ASSAM | 781022 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jayanti Contractors and Engineers Ltd. L1 | M/s DBP ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | 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 frenches with excavated suitable material,
l) Ordinary Soil
i) upto 3.00m depth | 173.25 | Cum | 190 ₹32,917.5 | 180 ₹31,185 Lowest |
| 2.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specificaåons and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) | 240 | RM | 14,700 ₹35,28,000 | 14,500 ₹34,80,000 Lowest |
| 3.00 | Pile load test on single vertical pile in accordance with a). Initial and Routine load test. | 156 | MT | 500 ₹78,000 | 490 ₹76,440 Lowest |
| 4.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifica fion-
B. RCC Grade M-25 (Using Concrete Mixer) | 113.52 | Cum | 8,800 ₹9,98,976 | 8,710 ₹9,88,759.2 Lowest |
| 5.00 | Providing and laying of PCC M-15 levelling Course 100mm Thick below the pile cap as per drawing and Technical Specification of MoRT&H Section
1100 & 1700 | 8.1 | Cum | 6,500 ₹52,650 Lowest | 6,800 ₹55,080 |
| 6.00 | Reinforcement in Foundation: Supplying, fitting and placing conforming to IS;1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications Clause 1600.
A. TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. | 25.32 | MT | 75,000 ₹18,99,000 Lowest | 77,500 ₹19,62,300 |
| 7.00 | Plain/ Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clause 1500,1700 & 2200 with steel shuttering formwork
F. RCC Grade -M-25
1)Height upto 5.0m | 54.07 | Cum | 9,000 ₹4,86,648 Lowest | 9,000 ₹4,86,648 Lowest |
| 8.00 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wall/relurn wall with 100 mm dia AC pipe, extending through the full width of the structure slope of IV towards drawing foce Complete as per drawing and Technical specification | 40 | Each | 180 ₹7,200 Lowest | 180 ₹7,200 Lowest |
| 9.00 | Back tilling behind abutment, wing wall and return wall complete as per drawing and Technical 'specification
l) sandy materials | 137.96 | Cum | 2,300 ₹3,17,308 Lowest | 2,303.22 ₹3,17,752.23 |
| 10.00 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Caluse 1204.3.8. | 43.9 | Cum | 2,100 ₹92,190 Lowest | 2,100 ₹92,190 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
8 Feb 2024, 12:00 pmClosed
SE, PWD(R), City Road Circle
Bamunimaidam, Guwahati
Conversion of damaged culvert of Homen Borgohain road to RCC bridge for flood mitigation of Guwahati city.
2024_PWD_35894_3
CS/DDTRD/SOPD-G/14/2023-24/1
Open Tender
Civil Works
Works
150 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,557
Yes
₹2.4 L
Yes
22 Feb 2024
3 Feb 2024
8 Feb 2024
3 Feb 2024
8 Feb 2024
3 Feb 2024
3 Feb 2024 - 8 Feb 2024
Amount
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 frenches with excavated suitable material, l) Ordinary Soil i) upto 3.00m depth
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specificaåons and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
Pile load test on single vertical pile in accordance with a). Initial and Routine load test.
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifica fion- B. RCC Grade M-25 (Using Concrete Mixer)
Providing and laying of PCC M-15 levelling Course 100mm Thick below the pile cap as per drawing and Technical Specification of MoRT&H Section 1100 & 1700
Reinforcement in Foundation: Supplying, fitting and placing conforming to IS;1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications Clause 1600. A. TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
Plain/ Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clause 1500,1700 & 2200 with steel shuttering formwork F. RCC Grade -M-25 1)Height upto 5.0m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wall/relurn wall with 100 mm dia AC pipe, extending through the full width of the structure slope of IV towards drawing foce Complete as per drawing and Technical specification
Back tilling behind abutment, wing wall and return wall complete as per drawing and Technical 'specification l) sandy materials
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Caluse 1204.3.8.
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork (N) Without plastciser RCC Grade M-25 (Using Concrete Mixer) For T-Beam and slab (p) Height up to 5.0m to 10.0m
Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/ RINL etc. in super- Structure complete as per drawing and technical specifications a)TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/ JINDAL STEEL/RINL etc.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 800 and 1206.3 (A) With Crushed stone.
Construction of RCC railing of M30 Grade in-situ 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, adequate space between vertical posts for expansion, complete as per approved drawings and technical Clause 800, 900 & 1208.
Drainage Spouts complete as per drawing and Technical specification Clause 1209.
PCC M15 Grade Ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification Clause 800 and 1211.1 A with crushed stone
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause 800 & 1211 in Crushed Stone
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 .
SSI Works : Carrying out boring make 150mm bores using casing less than 150mm internal for types of soil including clayey, silty sandy and gravelly soil (except boring rock) upto depth 25/20 refusal 100) collection of undisbturbed/ Disturbed samples, carrying out standard Penetration Test (SIT) complete as Appendix-2 IRC 78-2000 directed by the deptt. including packing and carriage of all types Of samples like of sample the laborotory from site of work including carrying out laborotory tests, preparation submission a report in quatriplicate with sampling testing be done per relevent IRC/IS code complete as per direction of of the deptt.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to 1S.280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
Providing and laying filter media underneath pitching on slopes complete as per drawing and technical specifications Clause 1302 Stone/Boulder
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 11 By Mechanical Means (a)Reinforced Cement Concrete
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
M/s DBP ASSOCIATES
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