Construction Work of Lucknow-Bahraich road (NH-927) to Bahraich-Gonda Road (SH-30) Bahraich bypass in District Bahraich in the Financial year 2024-25.(05 years Maintenance)

Amount

Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm.Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m.outside the periphery of area cleared as per SI No.259

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 Three Km. Cartage earth [MORTH Ref. SI No. 3.16 - 305.]

Construction of granular sub-base grading-I by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete [MORTH Ref. SI No. 4.01B-401]

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant 100 TPH carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density [MORTH Ref. SI No. 4.14B - 406.]

Providing and applying prime coat with bitumen emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. [MORTH Ref. SI No. 5.01 - 502.]

Providing and laying dense graded bituminous macadam grading-2 with higher capacity mechanical type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 (B) complete in all respects. [MORTH Ref. SI No. 5.04B - 505]

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [MORTH Ref. SI No. 5.02- 503-I]

Providing and laying bituminous concrete grading - 2 with higher capacity mechanical type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. [MORTH Ref. SI No. 5.05B-507]

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (For One Km Cartage) [MORTH Ref. SI No. 3.18 - 305.]

Providing and Laying Local Sand Filling including all labour material T&P etc complete.

Providing and Laying Filter Material Underneath pitching in slope complete as per drawing and Technical specificaton.

P/L of 25-60 Kg stone boulder in U/S and D/S for protection of floor including cost of material labour T&P etc complete

Construction of Hume Pipe Culvert :

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. [MORTH Ref. SI No. 3.13B - 304]

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. [MORTH Ref. SI No. 9.03 - 304.]

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. [MORTH Ref. SI No. 15.24, 710.1.4 of IRC 178 & 2504.2]

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(With Cement: Coarse Sand) - 1:3 [MORTH Ref. SI No. 15.04 - 1300]

Laying Reinforced cement concrete 900 mm dia NP3 / prestressed concrete pipe in Single row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (900MM Ø Single Row) [MORTH Ref. SI No. 9.04-2900]

Laying Reinforced cement concrete 600 mm dia NP3 / prestressed concrete pipe in Single row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (600MM Ø Single Row) [MORTH Ref. SI No. 9.04-2900]

Pointing with cement mortar (1:3 ) 1 cement : 3 sand on brick work in substructure as per Technical Specifications [MORTH Ref. SI No. 9.9 (1300 & 2200)]

Plastering with cement mortar (1:3 ) 1 cement : 3 sand on brick work in sub-structure as per Technical Specifications [MORTH Ref. SI No. 9.10(1300 & 2200)]

Construction of Box Culvert :

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.[as per MORT&H- 304 Sl 12.1

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M15 (40 mm below)

150 mm thick flat stone appron in embedded in 300 mm thick concrete (M15)

750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20

Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)

P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4)

P/F 80 mm dia weep holes in Wing Wall in slop 1:20 as per DRG.No. SD/113(Sheet 1 of 6)

P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4

Providing laying and packing with GSB as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.

Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2

Providing and laying pitching on slope laid over prepared filter media as per drawing & technical specification clause 2505 Sl 15.4

Providing & laying 80mm thick joint fills (sholitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.

Dewatering of executed sites of works and keeping it water continously free from excavationof foundation concreting,B/W i/cboring up to 4.50 m depth hirecharges of diesel pumping sets sets of 10 H.P.(Water Pump) & operator the maintenance, repair and operation during de- watering works i/c all materials, labour T&P etc.keeping extra diesel pumping sets as stand by arrangementsfor proper completion of work at site asper direction of E/I

Construction of R.C.C. Chute Drain & K.C. Drain,

Earth work in excavation in trenches for foundation pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the En.-In-

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete M-25 in Open Foundation complete as per Drawing and Technical Specifications.

Cement plaster on brick wall in proportion of 1:3 ( 1 cement and 4 Coarse sand) including supply of all material T&P etc required for proper completion of work.

R.C.C. 1:2:4 with Stone Ballast

Construction of Partition Wall

Earth work in excavation in trenches for foundation pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the En.-In-

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(With Cement: Coarse Sand) - 1:4

Pointing with cement mortar (1:3 ) 1 cement : 3 sand on brick work in substructure as per Technical Specifications

Construction of T-Junction & Cross Junction

Excavation for road work in soil with hydaulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Technical Specification clause 302.3

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity mechanical type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 (B) complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity mechanical type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5371940)

Maa Mumbradevi Enterprises (BID ID -5372621)

M/s Nirbhay Constructions (BID ID -5361128)

SIDDHARTH CONSTRUCTION (BID ID -5370604)

M/s Vishal Construction (BID ID -5364668)

M/S SRI JAN CONSTRUCTION (BID ID -5363705)

Ajay Builders Engineers & Construction Pvt Ltd (BID ID -5368958)