Widening and strengthening work in one and half lane from chainage 0.00 to chainage 8.425 of Dostpur-Nempur Ghat Marg (ODR) in Sultanpur district

Amount

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 within all lifts and lead upto 1000m. As per MoRTH Specification-301

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 As per MoRTH Specification-305

Construction of granular sub-base by providing close graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete As per MoRTH 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 paver. complete as per MoRTH clause 406

Providing, laying, spreading and compacting graded Sukrut stone aggregate to Stablised wet mix macadam ETA (WMM + 1 % Cement+3.5 % Bitumen Emulsion) 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 paver. complete as per MoRTH clause 406

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C.

Providing and laying bituminous concrete 30/40 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with M-40, 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MoRTH Specification-602

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. As per MoRTH Spc. 305

Construction of Hume Pipe culverts Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per DAR 4.1.8

Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2

Supply of 350 NP3 pipe as per MORTH 9.3, 1100

Supply of 600 NP3 pipe as per MORTH 9.3, 1100

Supply of 1000 NP3 pipe as per MORTH 9.3, 1100

Laying & fixing of 350 NP-3 pipe with collers As per MORD 9.3, 1100

Laying & fixing of 600 NP-3 pipe with collers As per MORD 9.3, 1100

Laying & fixing of 1000 NP-3 pipe with collers As per MORD 9.3, 1100

Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1

Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1

12mm cement plaster in 1:4 cement & coarse sand mortar. As per DAR 13.4.1

Construction of U-Type drain in abadi portion (450x450 MM) Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-2100

Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600

Construction of RCC Box Culvert -2Nos.(3x2mx3m) Dismentalling brick work or stone work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 692

For Dewatering during Construction by 10 HP Dewatering pump.

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 Specification. S.I. No.-12.1 & Clause 304

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-40

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-20

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)

Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25)

Reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-30)

Reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-30)

Providing concrete for reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (c) & Clause 1500,1600 & 1700 (M-30)

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600

Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200

Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600

Provinding 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. As per MoRT&H S.I. No.-15.4 & Clause 2504

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

Providing Weapholes in brick masonry/stone masonry, plain/Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7

Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification

S/F KM Stone,Hecto-stone, etc complete work

05 Year Maintenance Cost 2nd Year Maintenance Cost @0.25% on Construction Cost

3rd Year Maintenance Cost @0.50% on Construction Cost

4th Year Maintenance Cost @0.75% on Construction Cost

5th Year Maintenance Cost @1.00% on Construction Cost

M/s Pawan Traders (BID ID -5057903)

M/s Alok Infra Projects (BID ID -5006082)

M/S SRI BHAWAN (BID ID -5058118)

M/S A.S.TRADERS (BID ID -5055557)

VINDHYACHAL SINGH (BID ID -5057053)

surya construction co. (BID ID -5035938)