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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAdmitted-Finance | ₹10.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.0 Cr+₹340 (<0.01%)Admitted-Finance BHAGA BAZAR DHOLAI P O BHAGA BAZAR P S DHOLAI DIST CACHAR PIN 788120 | CACHAR | ASSAM | 788120 | ₹10.0 Cr+₹340 (<0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Debopriya Deb L1 | DEBOJIT DEB L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grabbing road land including uprooting wild vegetation grass bushes , sapling and trees of girth up to 300mm removal of stumps etc up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150m in thickness as per specification clause 201 (II) By mechnical means (A) In area of non light jungle | 1.95 | Hectare | 43,525 ₹84,873.75 Lowest | 43,525 ₹84,873.75 Lowest |
| 2.00 | Dismantling of existing structure like culvert , Bridges, retaining wall and other structure compraising of Brick massonary including disposal of unserviceable materials etc with all lift and lead 1000m as per technical specification clause 202 . D) Dry brick pitching or brick soling ,existing ICBP hard crust | 316.5 | Cum | 370 ₹1,17,105 Lowest | 370 ₹1,17,105 Lowest |
| 3.00 | Scarifying existing granular surface to a depth of 50mm and disposal of scarified materials with lead up to 3m and lead up to 1000m as per technical specification clause 301.4 (b) Mechnical means | 18,168.75 | Sqm | 14 ₹2,54,362.5 Lowest | 14 ₹2,54,362.5 Lowest |
| 4.00 | Excavation of roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5m and lead up to 50m as per technical specification clause 302.3 ( In widening of hard crust) | 2,341.24 | Cum | 110 ₹2,57,536.4 Lowest | 110 ₹2,57,536.4 Lowest |
| 5.00 | Construction of embankment with materials obtained from borrow pits with lift up to 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000m as per technical specification clause 301.5 (i) Private land. | 36,423.55 | Cum | 160 ₹58,27,768 Lowest | 160 ₹58,27,768 Lowest |
| 6.00 | Construction of subgrade and earthen shoulder with approved materials obtained borrow pitswith all lift & lead transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2with lead up to 1000m as per technical specification clause 303.1 (i) Private land. | 8,573.6 | Cum | 270 ₹23,14,872 Lowest | 270 ₹23,14,872 Lowest |
| 7.00 | (A) By mix in place method :- Construction of granular sub base by providing well graded materials spreading in uniform layers by tractors with grading attachment on prepared surface mixing by place method with ratovator at OMC and compacting with smooth wheeled rollerto achieved desired density complete as per Technical specification clause 401.II) for grading -II materials | 2,019.38 | Cum | 4,140 ₹83,60,233.2 | 3,990 ₹80,57,326.2 Lowest |
| 8.00 | 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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (iii) Grading -II(b) using screening type B | 4,016.72 | Cum | 4,320 ₹1,73,52,230.4 Lowest | 4,420 ₹1,77,53,902.4 |
| 9.00 | Wet mix macadam ( providing , laying spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechnical mix plant carriage of mix materials by tipper to site , laying in uniform layer with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desire density ( including carriage up to a initial lead of 5.00km from quarry and carriage of mix material up to 10km initial lead from mixing plant | 3,246 | Cum | 5,310 ₹1,72,36,260 | 4,970 ₹1,61,32,620 Lowest |
| 10.00 | Prviding and laying interlocking concrete block pavement (ICBP)conforming to IS 15638-2006 including all lead and lift as per technical specification as directed (a) 80mm thick interlocking precast block pavement having compressive strength of 40 N/mm2 | 5,427 | Sqm | 1,280 ₹69,46,560 Lowest | 1,430 ₹77,60,610 |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
14 Dec 2020, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_SIG_20_21_13 Improvement and Upgradation of Sirkona Mohanpur Road under Signature Project of SOPD-G (State Priority Scheme) for the year 2020-21, Algapur LAC
2020_PWD_19397_4
CE/DEV/TB/164/2020-21/15
Open Tender
Civil Works
Item Rate
270 days
Algapur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹20 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
29 Dec 2020
23 Nov 2020
14 Dec 2020
23 Nov 2020
14 Dec 2020
30 Nov 2020
23 Nov 2020 - 14 Dec 2020
27 Nov 2020
Amount
Clearing and grabbing road land including uprooting wild vegetation grass bushes , sapling and trees of girth up to 300mm removal of stumps etc up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150m in thickness as per specification clause 201 (II) By mechnical means (A) In area of non light jungle
Dismantling of existing structure like culvert , Bridges, retaining wall and other structure compraising of Brick massonary including disposal of unserviceable materials etc with all lift and lead 1000m as per technical specification clause 202 . D) Dry brick pitching or brick soling ,existing ICBP hard crust
Scarifying existing granular surface to a depth of 50mm and disposal of scarified materials with lead up to 3m and lead up to 1000m as per technical specification clause 301.4 (b) Mechnical means
Excavation of roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5m and lead up to 50m as per technical specification clause 302.3 ( In widening of hard crust)
Construction of embankment with materials obtained from borrow pits with lift up to 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000m as per technical specification clause 301.5 (i) Private land.
Construction of subgrade and earthen shoulder with approved materials obtained borrow pitswith all lift & lead transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2with lead up to 1000m as per technical specification clause 303.1 (i) Private land.
(A) By mix in place method :- Construction of granular sub base by providing well graded materials spreading in uniform layers by tractors with grading attachment on prepared surface mixing by place method with ratovator at OMC and compacting with smooth wheeled rollerto achieved desired density complete as per Technical specification clause 401.II) for grading -II materials
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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (iii) Grading -II(b) using screening type B
Wet mix macadam ( providing , laying spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechnical mix plant carriage of mix materials by tipper to site , laying in uniform layer with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desire density ( including carriage up to a initial lead of 5.00km from quarry and carriage of mix material up to 10km initial lead from mixing plant
Prviding and laying interlocking concrete block pavement (ICBP)conforming to IS 15638-2006 including all lead and lift as per technical specification as directed (a) 80mm thick interlocking precast block pavement having compressive strength of 40 N/mm2
Providing and laying M-40 grade cement concrete Edge block/Edge restraint complete as per specification
Providing and applying primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of raod surface and spraying primer @0.70-1.00 Kg/m2 using mechnical means as per technical specification clause 402
Providing and applying tackcoat with bitumen emulsion (CRS-1)using emulsion distubutor at tha rate of 0.25 to 0. 30kg/m2on the prepared granular surface treated with primer & treated with primer and cleaned with hydraulic broom as per technical specification clause 503
Dense graded Bituminious Macadam ( Providing and laying dense bituminious macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crust aggregate of specified grading premixed with bituminious binder @ 4.00-4.50% by weight of total mix and fillar transporting the hot mix to work site , laying with a hydrastratic paver finished with sensor control to the required grade level and alingment rolling with smooth wheel vibratory tendem to achieved the desired compaction as per MOSRTH clause no 507 complete in all respect including carriage up to initial laed 5.00km from quarry and carriage of mix materials up to 10km initial lead from mixing plant including cost of testing materials at site and laboratory as directed by Deptt (a) with hydrated lime /cement as filler I)with 60/70 or VG-30 graded bitumen for grading II ( 19mm nominal size
Providing and laying bituminious concrete with 100-120 TPH batch type hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with binder @ 5.4 to 5.6% of mix and filler transporting the hotmix to work site , laying with a hydrastatic paver finisher with sensor control to the required grade level and alingment rolling with tendem roller to achieve the desired density compaction as per MOSRTH clause 509 complete in all respect including carriage of mix materials up to 10.00km initial lead from mixing plant ( including cost of testing materials at site and laboratory as directed by Deptt (a) with hydrated lime/cement as filler (I) with 60/70 or VG-30 grade bitumen for grading II (13mm nominal size)
Reinforced cement concrete M-15 grade Kilometer stone /Localstone of standard design as per IRC :8 fixing in position including painting as per clause 17039 ii) Ordinary Kilometer stone (precast)
Retro -reflectorised Traffic sign :- Providing and erecting of reflectorised cautionary mandatory & informatory sign as per IRC :67 I) 90 cm equilataral Triangle
Retro -reflectorised Traffic sign :- Providing and erecting of reflectorised cautionary mandatory & informatory sign as per IRC :67 II) 60 cm equilataral Triangle
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass bids @ 250gms per square metre area , thickness of 2.5mm is exclusive of surface applied glass bids as per IRC :35 . The finished surface to be level uniform and free from streaks and hole and conforming to the MOSRTH speacation.
Plantation of trees and their maintenance for three years ( plantation of tree by road side in 60mm dia hole
RCC OPEN DRAIN Earthwork in excavation for structureas per drawing and technical specification clause 305.1 including settingout construction of shoring & bracing removal of stump and other deleterious matter and disposal up to a lead of 50m dressing of side and bottom and backfilling in trenches with excavated materials. 1) In oridinary soil (i) Up to 3m depth with dewatering
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing & technical specification clause 802,803,1202,1203 . A)with crushed stone (I) PCC grade M-10
Supplying fitting & placing TMT bar reinforcement in foundation complete as per drawing and technical specification (a) TMT -IS 1786 Fe 500D primery producer (TATA/SAIL/ESSARsteel/Jindalpanthar steel/shyam steel or equivalent.
Supplying fitting & placing TMT bar reinforcement in Sub structure complete as per drawing and technical specification (a) TMT -IS 1786 Fe 500D primery producer (TATA/SAIL/ESSARsteel/Jindalpanthar steel/shyam steel or equivalent.
Providing concrete for plain/reinforce concrete in Substructure complete as per drawing & technical specification & steel shuttering formwork. RCC grade M-20 case -I ,using concrete mixture , heigt up to 5m
Providing weep hole in brick massonary , plain/RCC abutment with 100mm dia AC pipes extending through full width of the structure with slope 1:20 as per drawing & technical speacation.
Single Row 1000mm dia HPC Earthwork in excavation for structureas per drawing and technical specification clause 305.1 including settingout construction of shoring & bracing removal of stump and other deleterious matter and disposal up to a lead of 50m dressing of side and bottom and backfilling in trenches with excavated materials. 1) In oridinary soil (i) Up to 3m depth with dewatering
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing & technical specification clause 802,803,1202,1203 . A)with natural gravel (I) PCC grade M-10 i) Nominal size 1:3:6
plain/reinforce concrete in Substructure complete as per drawing & technical specification clause 802,804, 805 B with natural gravel. II PCC -M-20 .
Labour for laying reinforced cement concrete pipe NP4/NP3 prestressed concrete pipe for culvert on 1st class bedding of granular /cc M-15 1000mm dia
Cost of reinforced cement concrete NP3/NP4 prestressed concrete pipe 1000mm dia
Double Row 1000mm dia HPC Earthwork in excavation for structureas per drawing and technical specification clause 305.1 including settingout construction of shoring & bracing removal of stump and other deleterious matter and disposal up to a lead of 50m dressing of side and bottom and backfilling in trenches with excavated materials. 1) In oridinary soil (i) Up to 3m depth with dewatering
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing & technical specification clause 802,803,1202,1203 . A)with natural gravel (I) PCC grade M-10 i) Nominal size 1:3:6
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing & technical specification clause 802,803,1202,1203 .
Labour for laying reinforced cement concrete pipe NP4/NP3 prestressed concrete pipe for culvert on 1st class bedding of granular /cc M-15 1000mm dia
Cost of reinforced cement concrete NP3/NP4 prestressed concrete pipe 1000mm dia
RCC Slab culvert, 1.50M Earthwork in excavation for structureas per drawing and technical specification clause 305.1 including settingout construction of shoring & bracing removal of stump and other deleterious matter and disposal up to a lead of 50m dressing of side and bottom and backfilling in trenches with excavated materials. 1) In oridinary soil (i) Up to 3m depth with dewatering
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing & technical specification clause 802,803,1202,1203 . A)with crushed stone (I) PCC grade M-15 i) Nominal size 1:2.5:5
plain/reinforce concrete in Substructure complete as per drawing & technical specification clause 802,804, 805 B with crushed stone . II PCC -M-15 .
plain/reinforce concrete in Substructure complete as per drawing & technical specification clause 802,804, 805 B with crushed stone . II PCC -M-20 (i) For height up to 5.00m .
plain/reinforce concrete in Superstructure complete as per drawing & technical specification clause 800, 1205.4 and 1205.5 B with crushed stone . II PCC -M-25 (i) For height up to 5.00m .
Supplying fitting & placing TMT bar reinforcement from primery producer (TATA/SAIL/ESSARsteel/Jindalpanthar steel/shyam steel/RINL ) (Fe 500D in substructure complete as per drawing and technical specification clause 1002,1005,1010 and 1202
Supplying fitting & placing TMT bar reinforcement from primery producer (TATA/SAIL/ESSARsteel/Jindalpanthar steel/shyam steel/RINL ) (Fe 500D in superstructure complete as per drawing and technical specification clause 1002,1005,1010 and 1202
DEBOJIT DEB
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