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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAdmitted-Finance A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹6.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 Cr+₹1.7 L (0.25%)Admitted-Finance AT ROAD BOKAKHAT ASSAM | ₹6.7 Cr+₹1.7 L (0.25%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S. M.P. AGARWALLA L2 | NK AGARWALLA 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 | 2.9 | Hect | 48,000 ₹1,39,200 Lowest | 50,000 ₹1,45,000 |
| 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 p g 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 | 21,571.95 | Cum | 245 ₹52,85,127.75 Lowest | 250 ₹53,92,987.5 |
| 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
Qty. as per Statement No. - 1 | 7,166.51 | Cum | 260 ₹18,63,292.6 Lowest | 270 ₹19,34,957.7 |
| 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.
(ii) For Grading II Material | 284.58 | Cum | 2,600 ₹7,39,908 | 2,500 ₹7,11,450 Lowest |
| 5.00 | WBM Grading 3
Using crushable screening such as moorum gravel for Gr.III
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 80-100 kN static 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 | 142.29 | Cum | 4,600 ₹6,54,534 Lowest | 4,700 ₹6,68,763 |
| 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 complete including carriage.
a) Including Edge block/ Edge restraints | 33,673.88 | Sqm | 1,160 ₹3,90,61,700.8 | 1,150 ₹3,87,24,962 Lowest |
| 7.00 | Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts | 35 | rm | 1,000 ₹35,000 Lowest | 1,000 ₹35,000 Lowest |
| 8.00 | Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m. | 95.42 | Cum | 70 ₹6,679.4 Lowest | 70 ₹6,679.4 Lowest |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone
II) P.C.C. Grade M 10
(i) Nominal mix 1:3:6 | 6.3 | Cum | 6,500 ₹40,950 Lowest | 6,500 ₹40,950 Lowest |
| 10.00 | Bedding for pipe.
II) Type – B (1st class bedding)
ii) Granular material | 13.75 | Cum | 2,500 ₹34,375 Lowest | 2,500 ₹34,375 Lowest |
Tender Value
₹6.8 Cr
EMD Value
₹13.5 L
Closing Date
7 Mar 2022, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/Golaghat/06 Construction of (i) Baruah Gaon Gosai Chuk Road, (ii) Sepeti Ali,(iii) Bogori Chuk Road, (iv) Connecting to Mokrong Bagan Road, (v) Mokrong Borchapori Road, (vi) Sagunpara Da-Chamuah Road, (vii) Hatigarh- Matikhula Project Tini
2022_PWD_24353_3
CE/STBR/RIDF-XXVII/03/21-22/14 Dtd 04-02-2022
Open Tender
Civil Works – Roads
Item Rate
730 days
Golaghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹13.5 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
28 Mar 2022
15 Feb 2022
8 Mar 2022
15 Feb 2022
7 Mar 2022
15 Feb 2022
15 Feb 2022 - 7 Mar 2022
22 Feb 2022
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 p g 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 Qty. as per Statement No. - 1
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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
Earth work in cushing (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.
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106.1000mm dia Pipe
Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1 Private land
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
Direction and Place Identification signs with size more than 0.9 sqm size board A) Retro-reflectorised Traffic Signs (I) 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
Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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.
Excavation in Ordinary Soil (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling
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. (ii) For Grading II Material
WBM Grading -II Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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 2 as per Technical Specification Clause 405. A) By Manual Means
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 900 mm above ground on average
Earth work in excavation of foundation of 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 tranches with excavated suitable material.(I) Upto 3.0m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-10) (I) Nominal Mix
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. III Random Rubble Masonry In cement mortar 1:4
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III Random rubble masonry In 1:4 cement mortar
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203A. With crushed stone II) P.C.C. Grade M 10 (i) Nominal mix 1:3:6
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602, 603,604,1202 & 1204
Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106.1000mm dia Pipe
Plastering with cement mortar 1:4, 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
Construction of Subgrade and Earthen shoulders with approved materials (minimum CBR value 6) obtained from borrow pits with all Lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000 m as per Technical specification clause 303.1 Private land
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (c)Above 900 mm dia Hume pipe
(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.(ii) (II) With dewatering (I) Upto 3.0m depth
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (I) PCC Grade M-15, Nominal Mix
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II) RCC Grade M15, Nominal Mix
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. iii)RCC Grade M20, Nominal Mix
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (I)PCC Grade M 15 Nominal Mix
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (ii)RCC Grade M20, Nominal Mix
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork I) RCC Grade M20, Nominal Mix height upto 5.00 mtr.
Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a)With TATA make TMT CRS (Fe500 grade) rebar
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) Sandy material
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
Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
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 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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
Removing all type Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry work as per Technical Specification Clause 202.B. Above 600 - 900mm dia Hume pipe culverts
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . . I) Ordinary Soil (i) Upto 3m.
Bedding for pipe. II) Type – B (1st class bedding) ii) Granular material
Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. (B) 600m dia
Filling in foundation trenches as per drawing and technical specification clause 305.3.9
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. (ii) For Grading II Material
WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III 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 80-100 kN static 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
M/S. M.P. AGARWALLA
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