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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC VILL CHAPAGURI ROAD P O NORTH BONGAIGAON DIST BOGAIGAON ASSAM | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 CrRejected-AOC NAMALPUR CITY TOWN CHIRANG P O P S CHIRANG DISTRICT CHIRANG PIN 783373 | CHIRANG | ASSAM | 783373 | ₹2.0 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹2.0 CrRejected-AOC ASSAM AS | KAMRUP | ASSAM | 781030 | ₹2.0 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | NABA BASUMATARY L1 | Jamidar Narzary L3 | TAMESWAR BASUMATARY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Road Works:
2.2 (I)- (A) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300mm, 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 150mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(A) in area of non-thorny jungle. | 1.06 | Hect. | 68,000 ₹72,080 | 68,088.2 ₹72,173.49 | 68,170 ₹72,260.20 |
| 2.00 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling a Masonry Works as per Technical Specification Clause 202.
B) Above 600 mm to 900 mm dia Hume pipe | 52.5 | M | 650 ₹34,125 | 650.85 ₹34,169.63 | 651.63 ₹34,210.58 |
| 3.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cuttingof trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
A. Lead upto 100m
iii) Girth above 900 mm to 1800 mm | 10 | Each | 715.42 ₹7,154.20 | 750.98 ₹7,509.80 | 751.88 ₹7,518.80 |
| 4.00 | Construction of Embankment with Material Obtained from Borrow Pits Constructionof embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requiremment of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification caluse 301.5
(i) Private Land | 3,668.05 | Cum | 280 ₹10.3 L | 280.36 ₹10.3 L | 280.7 ₹10.3 L |
| 5.00 | 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. | 1,595.49 | Cum | 330 ₹5.3 L | 330.43 ₹5.3 L | 330.83 ₹5.3 L |
| 6.00 | A) By Mix in Place Method. 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 SpecificationClause 401.
(A) By mix in Place Method
(ii) For Grading II Material
G.S.B. Gr-II (150 mm) | 983.03 | Cum | 2,200 ₹21.6 L | 2,202.85 ₹21.7 L | 2,205.5 ₹21.7 L |
| 7.00 | Water Bound Macadam. Providing, laying, , spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniform thickness, handpacking rolling with smooth wheel roller 80-100 kN in stages to proper handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper and grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means II) Grading III
b) Using Screening Type-A (13.2mm Agg.)
W.B.M - III (75mm) | 491.51 | Cum | 4,200 ₹20.6 L | 4,205.45 ₹20.7 L | 4,210.5 ₹20.7 L |
| 8.00 | Providing and laying interlocking concrete block pavement with M40 having thickness 80 mm as per technical specification clause
1504 complete including carriage.
a) Including Edge block/ Edge restraints. | 6,553.51 | Sqm | 1,166 ₹76.4 L | 1,200 ₹78.6 L | 1,168.92 ₹76.6 L |
| 9.00 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MSP latesof 1.6 mm thick, top and middle plate duly welded with MS flat iron25mm x 5m size on back on edges. The lower plate will bewelded with MS angle iron frame of 25mm x 25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 75mm x 75mm of 12 SWG sheet tubes post dully embedded in cement concrete M-15 gradeblocks of 450mm x 450mm x 600mm, 600mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllM.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Each | 15,500 ₹15,500 | 15,520.1 ₹15,520.10 | 15,538.75 ₹15,538.75 |
| 10.00 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 60cm equilateral triangle | 38 | Each | 3,000 ₹1.1 L | 3,003.89 ₹1.1 L | 3,007.5 ₹1.1 L |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
5 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of road from Kashikotra Barman Basti Pathargaon village road under Kashikotra V.C.D.C. from Length 1.76 Km of Chirang District, BTC, Assam under CMs Goodwill Mission Project under SOPD-G for the year 2025-26. TN_66CHR_SOPD-21
2025_BTC_49266_1
No.ACE-22/PWD/NIT/GW/25-26/17
Open Tender
Civil Works – Roads
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹4,000
₹4.0 L
Yes
29 May 2026
15 Dec 2025
6 Jan 2026
15 Dec 2025
5 Jan 2026
15 Dec 2025
15 Dec 2025 - 5 Jan 2026
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling a Masonry Works as per Technical Specification Clause 202. B) Above 600 mm to 900 mm dia Hume pipe
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cuttingof trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100m iii) Girth above 900 mm to 1800 mm
Construction of Embankment with Material Obtained from Borrow Pits Constructionof embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requiremment of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification caluse 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.
A) By Mix in Place Method. 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 SpecificationClause 401. (A) By mix in Place Method (ii) For Grading II Material G.S.B. Gr-II (150 mm)
Construction of Road Works: 2.2 (I)- (A) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300mm, 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 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) in area of non-thorny jungle.
Providing and laying interlocking concrete block pavement with M40 having thickness 80 mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints.
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MSP latesof 1.6 mm thick, top and middle plate duly welded with MS flat iron25mm x 5m size on back on edges. The lower plate will bewelded with MS angle iron frame of 25mm x 25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 75mm x 75mm of 12 SWG sheet tubes post dully embedded in cement concrete M-15 gradeblocks of 450mm x 450mm x 600mm, 600mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllM.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60cm equilateral triangle
(iii) 60 cm circular
(v) 60cm X 60 cm square
Kilometre Stone Reinforced 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 kilometer Stone (Precast)
iv) 200 m stone (precast)
Providing Rubberised Rumble Strips.
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.
Maintenance of Slab type Culverts by way of clearing, cleaning, Erosion repair, repairs to cracks, parapet wells and Protection works as per Srawing and technical specification clause 1908
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire confirming to IS 2280 and IS:4826 in 100mm X 100mm 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
CD Work: Construction of RCC Box Cell Culvert : L - 8.40 m Size :: 4.00m X 4.00m, 3 cell Earthwork in excavation of foundation 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. I Ordinary soil Upto 3 m depth
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
PCC 1:3:6 in foundation. 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
PCC 1:2:4 in foundation. 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. P.C.C grade M 20 I. Nominal mix 1:2:4
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone I R.C.C grade M 25 (i) Height up to 5m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone I R.C.C grade M 25 i Height upto 5m
Construction of R.C.C. 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
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
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 A. Granular Materials
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
Drainage spouts complete as per drawing and technical specifications Clause 1209
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone I Nominal mix (1:2.5:5)
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 A With crushed stone
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: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 specification clause 1301.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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. (b) 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.
Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
CD Work: Construction of RCC Box Cell Culvert : L - 8.40 m Size :: 1.00m X 1.00m, 1 cell Earthwork in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
PCC 1:3:6 in foundation. 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
PCC 1:2:4 in foundation. 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. P.C.C grade M 20 I. Nominal mix 1:2:4
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone I R.C.C grade M 25 (i) Height up to 5m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone I R.C.C grade M 25 i Height upto 5m
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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
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
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 A. Granular Materials
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
PCC 1:3:6 in foundation. 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
PCC 1:2:4 in foundation. 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. P.C.C grade M 20 I. Nominal mix 1:2:4
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone I R.C.C grade M 25 (i) Height up to 5m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone I R.C.C grade M 25 i Height upto 5m
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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
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
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 A. Granular Materials
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
CD Work: Construction of RCC Box Cell Culvert : L - 7.50 m Size :: 1.00m X 1.00m, 1 Cell, 3 Nos. Earthwork in excavation of foundation 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. I Ordinary soil Upto 3 m depth
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
PCC 1:3:6 in foundation. 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
PCC 1:2:4 in foundation. 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. P.C.C grade M 20 I. Nominal mix 1:2:4
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone I R.C.C grade M 25 (i) Height up to 5m
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A With crushed stone I R.C.C grade M 25 i Height upto 5m
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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in super structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
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
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 A. Granular Materials
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 iii Cement concrete grade M 10
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
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