Under R.I.D.F.-29 (NABARD) Widening and Strengthening work of Four Lane from Patel Tiraha to Karwi Devangana road till Devangana valley and electrification work for lighting arrangement

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Constrution of embankment with material obtain from borowpits with all lifts and leads, tranporting to site , spreading grading to required to slope and compacting to meet required table No 300-2.

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime using Binder spreader Machine, having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 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

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 primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

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.

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

Constrution of embankment with material obtain from borowpits with all lifts and leads, tranporting to site , spreading grading to required to slope and compacting to meet required table No 300-2.(Patri)

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime using Binder spreader Machine, having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. (Patri)

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.

Cement concrete with 4 cm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Class-150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Providing and laying reinforced cement concrete 1000 mm 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 masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 600 mm 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 masonry works in head walls and parapets Clause 1106.

Cement concrete with 2 cm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25-40 kg laid dry complete as per drawing and technical specifications Clause 1301

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1½:3 in RCC columns and wall, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1½:3 in RCC T-beam and slab roof and RCC column, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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 617. 709, 1204.3.7

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25-40 kg laid dry complete as per drawing and technical specifications Clause 1301

S&F of 200 A. 415 V Metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect..... 354 CAT B

S&F of 100 A. 415 V Metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect. ..... 353 CAT B

S/F of Sub feeder piller panel with 01 No.63 Amp 4 Pole MCCB incoming and 02 Nos.32 Amp 4Pole MCCB outgoing complete in all respects. ..... QR

Supply of 9 mtr Decorative Pole made of GI steel pipe fitted with cast aluminium/iron embellishments duly polyurethane paint conted top dia 88.90mmx3.6mm, Bottom dia 139.70mmx4.80mm, Base plate 300mmx16mm MFHD-202 with two meter Single and Double arm braket-82. ...AR

Making of Plinth 550Mx. 550Mx1.40M including cost of cement, send,stone ballast and MS tisted Bar with 10mm dia including 8mm dia bar C/C with 4 Nos Jtype Foundation bolt size M24x750 all materials,labour,T&P complete in all respect. ...L.S.

Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect...652

Supply of LED Decorative drop down light made of aluminium housing fitted with PMMA duffeser MFMVF507C,150 watt with Phillips/ Fulham Driver set with 5 year warranty... AR

Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium 1455 housing uilt with dirver set suitable for 170 to 200 Cat Watt. Confirming to IP 66 protection complete in all AAA respect...1455 CAT AAA

S&F of 6 Amp. to 32 Amp. SP MCB (10 KA) C Curve ...1002 CAT A

S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB 1024 complete in all respect, as directed by Engineer in charge... 1024(A) CAT A

Supply and laying of 16 sq. mm 4 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc......501(i)

Supply and laying of 70 sq. mm 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. .....501(m)

Supply and laying of 185 sq. mm 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc, of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.....501(q)

Supply and laying of 240 sq. mm 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc......501(r)

Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) .....725(d)

Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect. .....718

S/F of Bus Bar size 30"x18"x9" Make SHI for suitable cable 70 sq.mm/ 150 sq mm/ 300 sq mm, 4 core with 4 Nos. 6way cable connector including cost of material and labour complete in all respects....QR

Supply & fixing of anticlimbing device fabricated) from G.I.(flat) of 25 mm x 6mm size in a shape of ring of the pole size, having G.I. flat pointed fins of length 225 mm in 8 nos. including all the materials, labour, T&P and other material required for proper completion for work and to the satisfaction of Engineer-in-Charge....635

Supply and fixing 25 A TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect....807(ii)(e)

Supply and fixingfollowingcapacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consistingof time switch TSO 100 series with contactors, HRC fuses, isolatingswitch metering instrument& instrumentbox with CTs etc. in case of TPN, complete in all respect. .......807(f) 40 A TPN

street light cubicle control panel painted with anti Supply and fixing of 70 sq.mm brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge.......503(m)

Supply and fixing of 185 sq.mm brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. .....503(q)

Supply and fixing of 240 sq.mm brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. .....503(r)

Supply and fixing of 4 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(a)

Supply and fixing of 16 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(e)

Supply and fixing of 35 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(f)

Supply and fixing of 70 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(h)

Supply and fixing of 120 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(j)

Supply and fixing of 185 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(l)

Supply and fixing of 240 sq.mm plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. .....504(m)

S/L Of G.I Pipe 150 mm dia (medium Class) For road crosing cable laying complete in all respects.(2835)...... DSR 2018

S/L Of DWC HDPE Pipe ISI marked coforming to IS:14930 Size 63 mm dia for cable laying complete in all respects.(14.16.1) DSR 2018

S/L of DWC HDPE Pipe ISI marked coforming to IS:14930 Size 90 mm dia for cable laying complete in all respects (14.16.2) DSR 2018

Supply and burying of 40mm dia x 4.5 metres long G.1. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to SSWG GLwire in G.I. Pipe up to appron.

Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.

S/F of 6 Amp to 32 Amp DPMCB for Controlling street light, Including Cost of din mounting rail,connecting strip,earth linked etc. complete in all respect.

Making connection of each street light fitting by S/L 1.50 sq mm FRLSH copper m.s wire from pole busbar box to street light fitting.(for single Bracket Light.)

Making connection of each street light fitting by SAL 1.50 sq mm FRLSH copper m.s wire from pole busbar box to street light fitting for Double Bracket Light.)

Numbering of pole by letter writing (number, named, agency, UPPWD) with cost of paint & needed T&P and panel, other accessories as required complete in all respect

Sai Infraconstruction Pvt. Ltd.

M/s Jagdamba Enterprises

SRS EXPRESS PRIVATE LIMITED

M/s Nirbhay Constructions

SHAKUNTALA SINGH

SHIV CONSTRUCTION