Widening and strengthening for 5.50 M to 7.00 M in Ch. 39.000 to 52.880 at Ghirore Jasrana Fariha Kotla Firozabad Road (MDR) In District Firozabad.

Amount

Construction of Subgrade and Earthen Shoulders 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

Construction of Subgrade and Earthen Shoulders. 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. but carted earth from a distance of 3 KM.

Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead. The earth in from of cutting to be used as spoil banks with in 50 M destance as directed by E/I etc. but Mechanically compacted to 95% Proctor density etc. complete. but carted earth up to 3 Km

Granular Sub-Base with Graded Material (Table:- 400-1) 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 By Mix in Place Method

Wet Mix Macadam (Plant Mix Method) 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 with in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying Using Mechanical Paver

Prime Coat over WMM/WBM Providing and applying primer coat with SS2 grade 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.

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects.

Bituminous Concrete Grading 2 Providing and laying bituminous concrete 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

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches As per Ch. 4 S.I. No. 251

Sand filling in plinth excluding supply of necessary quantity of sand including watering dressing, ramminh etc. required for proper completion of work (Lead upto 30m & lift 1.5m)

Providing and laying cement concrete in 1:4:8 of not less than strength of Stone ballast (40 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. As per Ch. 5 S.I. No. 4.1

Class-150 brick work in 1:3 cement and course sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. As per Ch. 6 S.I. No. 6.8

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) .As per Ch. 5 Sr. No.10,S.I. No. 5.1(M-20)

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) As per Ch. 5 Sr. No. 11,S.I. No. 5.1

Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level.

Supply and laying of compacted fine sandas bedding type B Under Hume Pipe

Providing and laying reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106.

Providing and laying cement concrete in 1:2:4 stone aggregate 20 mm nominal size and curing complete,Including cost of form work.

Cement plaster 12mm thick in mortar 1:3 (1 cement :3 Corse sand) ch-13 13.9

Supply & fixing of P.V.C. pipe 110 mm dia I.S.I. Make

Providing Cost of dewatering I/c cost of boaring,laying of 4" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set.(as per Ch. 19 Misc item no. 11 (7.50*40.0=300.00)

Dismantling sundries brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Excluding royality which shall be paid as applicable. S.I. 253(a) with machenical compection. carted earth up to 1 Km

Brick on edge pavement on patries with brick laid dry joint filled with local sand including preparation of base to proper slope & its ramming, spreading a layer of 1cm (3/8") depth of local sand over the subgrade and including supply of all material, labour & T&P etc.required for proper completion (Receive from Dismentalling of Acrh Culverts) For Diversion)

Providing and Laying filter meterial underneath pitching in slope Complete as per drawing and technical Specification clause 1300

Providing for laying Boulder apran for bed protection with stone boulders of minimum size and weight as per table 1300.1 no fragment weighting not les than 25 kg. laid dry Complete as per drawing and technical Specification clause 1301

Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.

PCC Grade M15 using batching plant & manual placing

Providing and laying reinforced cement concrete M25 in foundation/Raft as per Drawing and technical specification.800,1205.4 and 1205.5

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per Sor Item No. 5(6.8)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation & road work including all materials, labour and T&P etc. required for completion of work.(Labour Rate Only) Brick Bats Received from Dismental of Arch culverts

shree ram stone supliers

M/s R And C Infraengineers Private Limited

Jeet Construction