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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAdmitted-Finance | ₹5.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹5.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹5.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹5.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 4 | L2₹5.1 Cr+₹0.01 (<0.01%)Admitted-Finance NAYAPARA P O AND P S GOALPARA DIST GOALPARA ASSAM PIN 783101 | GOALPARA | ASSAM | 783101 | ₹5.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 5 | L3₹5.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹5.1 Cr+₹0.01 (<0.01%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASTROPHER BORGOYARY L2 | M/S Bass Forum L1 | SHAHI MD. KARIM L2 | UNICON PROJECTS PVT. LTD. L3 | MIDAS CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Constructiom of Road from 1st km of Morichbari Gumaijhar (Haldibari ) Rd to Rakhalkilla Bazar via Chakli Chariali A. Road Work Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, buses, shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 250mm in thickness as per Technical Specification Clauses 201.
(I) By Manual Means.
(A) In area of non thorny jungle. | 2.1 | Hect. | 38,000 ₹79,800 | 30,000 ₹63,000 | 46,000 ₹96,600 | 19,000 ₹39,900 Lowest | 50,000 ₹1,05,000 |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P 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. By Manual Means Cement Concrete | 11.5 | Cum | 250 ₹2,875 Lowest | 2,000 ₹23,000 | 500 ₹5,750 | 250 ₹2,875 Lowest | 250 ₹2,875 Lowest |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50m, 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.. | 13,090.48 | Cum | 190 ₹24,87,191.2 | 300 ₹39,27,144 | 230 ₹30,10,810.4 | 230 ₹30,10,810.4 | 160 ₹20,94,476.8 Lowest |
| 4.00 | 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. | 7,448.66 | Sqm | 15 ₹1,11,729.9 | 25 ₹1,86,216.5 | 12 ₹89,383.92 Lowest | 19 ₹1,41,524.54 | 12 ₹89,383.92 Lowest |
| 5.00 | Construction of Subgrade and Earthen Shoulders Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1
(I) Private land. | 7,847.13 | Cum | 200 ₹15,69,426 | 360 ₹28,24,966.8 | 250 ₹19,61,782.5 | 316.77 ₹24,85,735.37 | 170 ₹13,34,012.1 Lowest |
| 6.00 | Construction of granular sub-m 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. With all lead and lift upto Site of work ( ii) for grading- II Material | 1,117.44 | Cum | 2,600 ₹29,05,344 | 4,100 ₹45,81,504 | 2,500 ₹27,93,600 | 2,700 ₹30,17,088 | 2,100 ₹23,46,624 Lowest |
| 7.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
(A) By Manual Means. ( with all lifts and lead upto Site of work) A. By Manual Means ( iii) Grading- III ( a) Using Screening Type-B (11.2mm Agg.) | 837.34 | Cum | 3,500 ₹29,30,690 Lowest | 4,500 ₹37,68,030 | 3,500 ₹29,30,690 Lowest | 4,500 ₹37,68,030 | 5,200 ₹43,54,168 |
| 8.00 | Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage) | 11,174.44 | Sqm | 1,200 ₹1,34,09,328 | 550 ₹61,45,942 Lowest | 1,084 ₹1,21,13,092.96 | 1,250 ₹1,39,68,050 | 1,200 ₹1,34,09,328 |
| 9.00 | Box Cell Culvert (3.00m x 3.00m), 3 Cell= 1 No. Earth in excavation for structures as per drawing and technical specifications clause301.1 including setting out ,construction of shoring and bracing ,removal of slumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material.
Ordinary soil
Upto 3.00m depth For Box Cell, Cut off wall, Curtain wall, Apron | 343.44 | Cum | 90 ₹30,909.6 | 200 ₹68,688 | 120 ₹41,212.8 | 115 ₹39,495.6 | 80 ₹27,475.2 Lowest |
| 10.00 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (i) sand filling | 21.53 | Cum | 1,100 ₹23,683 | 300 ₹6,459 Lowest | 5,000 ₹1,07,650 | 700 ₹15,071 | 1,200 ₹25,836 |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
23 Sept 2021, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/ Goalpara/01 Construction of Road from 1st Km of Morichbari Gumaijhora (Haldibari road to Rakhalkilla Bazar via Chakli Chariali including Br. No. 1/1 and River Training works under RIDF-XXVII (NABARD) for the year 2021-22 under PWD, Goalpa
2021_PWD_22713_7
CE/STBR/ RIDF-XXVII/03/21-22/1 Dtd. 24 -08-2021
Open Tender
Civil Works – Roads
Item Rate
730 days
Jaleswar
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹11.4 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
30 Nov 2021
2 Sept 2021
24 Sept 2021
2 Sept 2021
23 Sept 2021
2 Sept 2021
2 Sept 2021 - 23 Sept 2021
10 Sept 2021
Amount
Constructiom of Road from 1st km of Morichbari Gumaijhar (Haldibari ) Rd to Rakhalkilla Bazar via Chakli Chariali A. Road Work Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, buses, shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 250mm in thickness as per Technical Specification Clauses 201. (I) By Manual Means. (A) In area of non thorny jungle.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P 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. By Manual Means Cement Concrete
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50m, 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..
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.
Construction of Subgrade and Earthen Shoulders Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1 (I) Private land.
Construction of granular sub-m 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. With all lead and lift upto Site of work ( ii) for grading- II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means. ( with all lifts and lead upto Site of work) A. By Manual Means ( iii) Grading- III ( a) Using Screening Type-B (11.2mm Agg.)
Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
Box Cell Culvert (3.00m x 3.00m), 3 Cell= 1 No. Earth in excavation for structures as per drawing and technical specifications clause301.1 including setting out ,construction of shoring and bracing ,removal of slumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3.00m depth For Box Cell, Cut off wall, Curtain wall, Apron
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (i) sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802 ,803, 1202,&1203 B. With Natural Gravel PCC Grade M10 (i)Nominal Mix 1;3;6 For Curtain wall footing
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 (III) RCC Grade M20
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 (III) PCC Grade M20 (i)Nominal Mix 1;2;4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802 ,804,805,806,807,1202,&1204 A. With Crushed Stone (IV) RCC Grade M25 (i)Height up to 5m For slab, hunch, return wall, cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar (from primary producer.TATA/SAIL/Esser steel/Shyam steel/Jindal Steel/RINL) in foundation complete as per drawing and technical specifications clauses 1000,1202. For Box , Return Wall & cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/returnwall with100mm dia AC pipe, extending through the full width o fthe structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Clause 1204.3.8 B. Granular Materials
Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications clause 800 ,1205.4,&1205.5 A. WithCrushed Stone (II)RCC Grade M 20 (i)Height up to 5m With Nominal mix 1:2:4
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings and technical specifications clause 800 ,1206.3 (B). With natural gravel
Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate ,true to line and grade ,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800,900 and 1208.3
Providing and laying Curtain wall complete as per drawing and Technical Specifications Clause 1304 III. Cement Concrete Grade M10.
Drainage spouts complete as per drawing and technical specifications clause 1209
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
Box Cell Culvert (2.00m x 2.00m), 2 Cell= 1 No. Earth in excavation for structures as per drawing and technical specifications clause301.1 including setting out ,construction of shoring and bracing ,removal of slumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3.00m depth For Box Cell, Cut off wall, Curtain wall, Apron
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (i) sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802 ,803, 1202,&1203 B. With Natural Gravel PCC Grade M10 (i)Nominal Mix 1;3;6 For Curtain wall footing
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 (III) RCC Grade M20
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 (III) PCC Grade M20 (i)Nominal Mix 1;2;4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802 ,804,805,806,807,1202,&1204 A. With Crushed Stone (IV) RCC Grade M25 (i)Height up to 5m For slab, hunch, return wall, cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar (from primary producer.TATA/SAIL/Esser steel/Shyam steel/Jindal Steel/RINL) in foundation complete as per drawing and technical specifications clauses 1000,1202. For Box , Return Wall & cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/returnwall with100mm dia AC pipe, extending through the full width o fthe structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Clause 1204.3.8 B. Granular Materials
Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications clause 800 ,1205.4,&1205.5 A. With Crushed Stone (II)RCC Grade M 25 (i)Height up to 5m
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings and technical specifications clause 800 ,1206.3 (B). With natural gravel
Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate ,true to line and grade ,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800,900 and 1208.3
Providing and laying Curtain wall complete as per drawing and Technical Specifications Clause 1304 III. Cement Concrete Grade M10.
Drainage spouts complete as per drawing and technical specifications clause 1209
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
Box Cell Culvert (2.00m x 2.00m), Single Cell= 2 Nos. Earth in excavation for structures as per drawing and technical specifications clause301.1 including setting out ,construction of shoring and bracing ,removal of slumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil Upto 3.00m depth For Box Cell, Cut off wall, Curtain wall, Apron
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (i) sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802 ,803, 1202,&1203 B. With Natural Gravel PCC Grade M10 (i)Nominal Mix 1;3;6 For Curtain wall footing
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802 ,803, 1202,&1203 B. With Natural Gravel (III) RCC Grade M20
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802 ,803, 1202,&1203 B. With Natural Gravel (III) PCC Grade M20 (i)Nominal Mix 1;2;4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802 ,804,805,806,807,1202,&1204 B. With Natural Gravel (IV) RCC Grade M25 (i)Height up to 5m For slab, hunch, return wall, cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar (from primary producer.TATA/SAIL/Esser steel/Shyam steel/Jindal Steel/RINL) in foundation complete as per drawing and technical specifications clauses 1000,1202. For Box , Return Wall & cut off wall
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/returnwall with100mm dia AC pipe, extending through the full width o fthe structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Clause 1204.3.8 B. Granular Materials
Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications clause 800 ,1205.4,&1205.5 A. With Crushed Stone (II)RCC Grade M 25 (i)Height up to 5m
Supplying,fitting and placing TMT(Fe-500D) reinforcement bar(( Other ISI approved TMT reinforcement bar SAI/BISCON/THERMAX or equivalent) in sub-structure complete as per drawing and technicalspecifications clauses 1002,1010&1012
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings and technical specifications clause 800 ,1206.3 (B). With natural gravel
Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate ,true to line and grade ,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800,900 and 1208.3
Providing and laying Curtain wall complete as per drawing and Technical Specifications Clause 1304 III. Cement Concrete Grade M10.
Drainage spouts complete as per drawing and technical specifications clause 1209
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
Road Furniture Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (iv) 800mm x 600 mm rectangular
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (iii) 600mm circular
Reiforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 ii) Ordinary kilometre Stone (Precast)
Reiforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 iii) 200m Stone (precast)
B. RCC Br. No. 1/1 on Morichbari Gunaijhar Road Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed.
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. Ordinary soil Manual Means (Depth upto 3 m) ( Without dewatering )
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.00m as per technical specification
Providing and constructing one span service road to reach island location from one pier location to another pier location
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications 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 IS:2911(Part-IV). a). Initial and Routine load test.
Levelling course for pile cap
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
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 Case - I :Using concrete Mixer RCC Grade M25 Height upto 5m
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.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. For solid slab super-structure RCC Grade M25 Case- I. Using Concrete Mixer Height upto 5m
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
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.)
Drainage Spouts complete as per drawing and Technical specification
Protection Work: 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
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 25Kg each as per drawing and Technical specification Clause 1301)
Sub way Bridge: Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
Cost of preparation of Design, drawing,SSI Report etc.
Bridge Approach: Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50m, 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 Shoulders Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1 (I) Private land.
Construction of granular sub-m 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. With all lead and lift upto Site of work ( ii) for grading- II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means. ( with all lifts and lead upto Site of work) A. By Manual Means ( iii) Grading- III ( a) Using Screening Type-B (11.2mm Agg.)
Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Providing Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
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. 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.
ASTROPHER BORGOYARY
SHAHI MD. KARIM
MIDAS CONSTRUCTIONS
UNICON PROJECTS PVT. LTD.
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