Construction of 60 cm dia Hume pipe culvert 2 nos_Cattle crossing 5 nos _RCC Road Box culvert size o.75m x 1.00m Approach Road Bank Protection Goat proof fencing Sign board Boring and Installation of DTW supply and installation of surge tank etc

Amount

Construction of 60 cm dia Hume pipe culvert 2 nos

Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level In soil mixed with gravel and boulder upto 30 cm size including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed.).

C. C work in prop 1:4:8 in foundation / abutment / piers / wings wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed (shuttering, scaffolding cost will be paid separately).

C.C. work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed.( shuttering, scaffolding cost will be paid separately).

Providing and laying reinforced cement concrete 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.

Labour for fitting and fixing hume Pipe in proper position with collers including joining the joints in cement mortar in prop. 1:3 and curing as per direction of the department including necessary carrying the same from dodown. ( For 60cm to 90cm dia)

Centering and shuttering including propping, nailing bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).( i) 19mm thick ply board

12 mm cement plastering including clearing surface and curing complete as directed in proportion 1:4.

Earth work in back filling of structures with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation of land if any (with lead upto 30 m and lift 1.5m )

Cattle crossing 5 nos

Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. All type of soil except soil mixed with gravel and boulders For normal lead of 30m and lift of 1.50m

C. C work in prop 1:3:6 in foundation / abutment / piers / wings wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed (shuttering, scaffolding cost will be paid separately).

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in prop 1:2:4. with hard broken stone aggregate of size 6mm to 20 mm with proper reinforcement as per design including curing etc. complete as directed with necessary timber shuttering, scaffolding where necessary complete as directed. (shuttering, scaffolding cost will be paid separately )

C.C. work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed.( shuttering, scaffolding cost will be paid separately).

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1: 4.

Supplying, fitting ,fixing and laying reinforcement(TATA) in position in R.C.C. work including cutting, bending, cranking with two piles 0.91 m (20 BWG) annealed wire hooking tying complete as directed.

Centering and shuttering including propping, nailing bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (i) 19mm thick ply board

Earth work in back filling of structures with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation of land if any (with lead upto 30 m and lift 1.5m )

RCC Road Box culvert size 0.75m x 1.00m

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified (A) In ordinary soil For normal lead of 30m and lift of 1.50m

Collection of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.. (A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GST

For 1st KM of Quarry Road

For Subsequent 25 KM

Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed.

C. C work in prop 1:3:6 in foundation / abutment / piers / wings wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed (shuttering, scaffolding cost will be paid separately).

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in prop 1:2:4. with hard broken stone aggregate of size 6mm to 20 mm with proper reinforcement as per design including curing etc. complete as directed with necessary timber shuttering, scaffolding where necessary complete as directed. (shuttering, scaffolding cost will be paid separately )

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1: 4

Supplying, fitting ,fixing and laying reinforcement(TATA) in position in R.C.C. work including cutting, bending, cranking with two piles 0.91 m (20 BWG) annealed wire hooking tying complete as directed.

Centering and shuttering including propping, nailing bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (i) 19mm thick ply board

Earth work in back filling of structures with soil obtained from outside borrow pits, filling in 15cm thick layer ramming, dressing, watering including paying compensation of land if any (with lead upto 30 m and lift 1.5m )

Approach Road

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Gravel/Soil-Aggregate Base (Table 400.2) Grading A (i) Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well 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 wheel 80-100 KN static roller to achieve the desired density, complete as per Technical Specifications Clause 402.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Bank Protection work of river Bank U_S and L_S

(A) Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity)( U/S= 25.00 RM D/S=20.00 RM) With a average height of pitching=5.00 m

( C) EXTRA LEAD AND LIFT (i) Extra lead (for earthwork) for every 30 M or part thereof beyond the initial lead of 30 M.

Collection of blasted boulder of size 25cm to 30 cm including stacking at quarry site and paying of necessary forest royality complete as directed. U/S= 30.00 RM D/S=30.00 RM, With a average height of pitching=5.00 m

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For Normal Road upto 25.00 KM (ii) With Contractor's Profit & GST

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope ,pitching etc. with local carriage of boulder from a distance of 60 M with lift upto 3 M complete as directed

Construction of 1.00m square boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 Km encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with gravel not exceeding 18cm size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials,paying necessary forest royality including providing 1(one) No of Jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 m apart driven at least 0.60 M below the ground and tying with sausage etc. all complete as directed (i) with blasted boulder

Construction of goat proof Boundary Fencing

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified

Providing brick soling in foundation and under floor with stone / best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering complete.

Centering and shuttering including propping, nailing bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)(i) Using 19mm thick plank

C. C work in prop 1:3:6 in foundation / abutment / piers / wings wall etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed (shuttering, scaffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting ,fixing and laying reinforcement(TATA) in position in R.C.C. work including cutting, bending, cranking with two piles 0.91 m (20 BWG) annealed wire hooking tying complete as directed.

Supplying, fitting and fixing goat proof wire fencing 1070mm high with horizontal wire spacing at 130 mm, 130mm, 150mm, 150mm, 180mm and 180mm from bottom onwards and vertical wires at 100mm apart top and bottom wires should be of 8 S.W G. and intermediate and vertical wire should be of 10S.W.G.with angle iron posts specified in item no 17.7 above including supplying, fitting and fixing with necessary straining eye bolts and staples etc. and painting one coat to all iron posts etc. with anti-corrosive black paint etc. complete as directed and specified(intermediate and straining post should be placed not more than 4000mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6).

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).

Informatory sign boad

Providing and fixing of typical PMGSY informatory sign board with each 21,457.90 Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs i Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Boring and installation of DTWS _supply and installation of surge Tank_ Delivery pipes and accessries

Movement of Rig & accessories to drilling site and back to HQ

Cost of making bore hole , up to a depth of 110 M by RC Drilling Rig and diameter of bore hole 0.65 M

Cost of PVC casing pipe and ribbed filter

Cost of lowering / installation of tube-well assembly

Cost of Shrouding of Tube Well assembly by river pea gravel for a depth of 110 M

Cost of Developing of Tube Well by Air Compressor for 48 hours to get sand free discharge of Waterassembly by river gravel for a depth of 110 M

Miscelleneous items

Cost of supply, laying & installation of delivery pipes & accessories including Surge Tank

Rafizul Hoque

Hiren Kutum

BALAJI CONSTRUCTIONS