Construction of PCC Road in Rajbari Near Mount Mariya School to SWM Plant Under Ward No. 07

Amount

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 S.O.R. Item No. 2.2

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.) By Manual means (In area of light jungle) S.O.R. Item No. 2.03 (I) A

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.) S.O.R. Item No. 3.20 Case-I

Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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.) S.O.R. Item No. 3.18

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m) S.O.R. Item No. 3.06

Granular Sub-Base with Coarse 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. With Grading-I Material S.O.R. Item No. 4.01 B (i)

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, cement content not to be less than 150 kg/ cum, 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. RCD S.O.R. Item No. 6.01

Construction of un-reinforced, dowel jointed, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 R.W.D. S.O.R. Item No. 6.4

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) S.O.R. Item No. 8.14 (ii)

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 200 M stone (precast) S.O.R. Item No. 8.14 (ii)

Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.4 (iv)

Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 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 concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.5

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. S.O.R. Item No. 8.13

Type -A ,"W": Metal Beam Crash Barrier( Providig and ereecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level,fixed on ISMC series channel vertical post 150X75X75 mm spaced 2 m centre to centre ,1.8 m high,1.1m below ground / road level,all steel parts and fitments to be galvanised by hot dip process,all fittings to conform to IS: 1367beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5 mm,330mm long complete as per clause 811)

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

Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) S.O.R. Item No. 13.05 A (p)

Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-20)

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

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. CPWD 2022 16.91.2

Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) S.O.R. Item No. 12.07 (A)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coarse Rubble Masonary in C.M. (1:3) in sub-structure S.O.R. Item No. 13.04 B

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04

Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) S.O.R. Item No. 8.08

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. S.O.R. Item No. 14.17 (ii)

Providing weep holes in Brick / stone masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. S.O.R. Item No. 13.08

Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)

Supply 12 m. high mast in two section construction S355 grade as per BS EN 10 025 TOP DIA 150mm bottom dia 410 mm. plate thickness 3 mm. , 20 side polygon galvanisation as per BS EN ISO 1461 , base plate dia 570 mm. base plate thickness 25 mm. , GI single spike lighting protection maximum wind speed 47 m per switch 8 nos foundation bolts of pcd 490 mm. IS 600 for 30 mm. dia /850 mm long luminaries carriage material for 50 nb erw class B MS pipe , dia of carriage ring 535 mm. with 6 arm welded , 2 section having carring capasity upto 12 luminiaries trelling cable 544 sq mm. pvc flexible cupper cunductor winch / power tool, double drum , incoming 35 sq.mm. and out going 16 and 25 sq. mm. terminals IS 1944/5

For 12 mtr. High mast ITC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour and construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T/ mtre sq. for 20 M High mast

EPR insulated/PVC sheathead copper conductor trailing cable 5 core 2.5 sq.mm. (for high mast)

6mm dia stainless steel wire rope of bracking load capacity 2350kg*2 for 20 mtr high mast.

winch/power tool for high mast of double drum

2.0 HP AC motor with forward and reverse motion of highmast.

twin dome aviation light for high mast.

.Supplying XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete in an approved manner. 3.5 core 120sqmm

3.5core 70 sq mm

4 core 6 sq mm

LED Street Light (90W/100W)

Outdoor stand mounted feeder panel with 63amp TP&N, MCD incomer , 63 amp TP Contactor automatic switching of luminaires power tool control incomer outgoing terminal etc as reqd.

320 Amp power contactor of type Ac-1 duty 1, 4 pole IS/IEC/60947 - 4-1

1 KVA control transformer 415V/230V

Electronic timer on-off delay /off delay 0-30sec

300 amp, 415 V, heavy duty three phase with neutral bs bar chamber

320 amps, TPN, switch disconnector fuse unit with ISI marked HRC fuses

4 pole MCCB with adjustible thermal setting 315 amp, 35 KA

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required….... Above 6.5 m upto 8.0 m

0.5 mtr single arm suitable for 75mm top with PU painted in different colour for conical pole

7 mtr high octagonal hot-dip galvanised pole(BOP-7030) with top dia 70mm, bottom dia 130mm & made of 3 mm thick sheet, base plate dimensions 200mmX200mmX12mm (LXBXT) including suitable sizes of foundation bolt all complete as reqd. (without arm)

50/63 amps rating TPN, MCB, "C" series, 10 KA breaking capacity.

ADD GST @18%

ADD LABOUR CESS @1%

Madan Lal Bajaj Construction Pvt. Ltd.