C/O Randhara Alathu via Chachola road km 0/0 to 3/500 under Nabard

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, pick jumper work, pick jumper blasting work, jumper blasting work, blasting work (soft and hard rock) conglomerate rock including/ chiseling wedging out of rocks (where blasting is prohibited), saturated soil and their intermediate classification of soil including ramming and de-watering where required as per the geometrics, grades and levels shown on the drawings, as per technical specification clouse 1603.2 including clearing of jungles uprooting of trees, vegetation, grass, wood, trees and sapling of all girth upto any heights/depths and removal of rubbish up to any distance outside the periphery of the area including stacking the useful material along the road side and disposal of all unserviceable materials through all modes of transportation with in all leads and lifts. The recovery of 1999.03 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 599709 /- only, shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to public or private property during the course of execution shall be the responsibility of the contractor, which shall have to be duly compensated by him at his own cost in all cases to the extent of the damages occurred as directed or as per the direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals.

Earth work in excavation of bridge foundation as per drawing and MoRD technical specification, clouse 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and black filling with approved material.) all means and any depth as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacked soil in fifteen centimeter, layers when required in to plinth and sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus unserviceable materials or as per direction of the Engineer-in-Charge with in all leads, lifts disposed material to be leveled and neatly dressed.

Earth work in excavation in all kinds of soil for structure as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying concrete for plain concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate 40mm (Forty millimetre nominal size) in open foundations complete including form work as per drawing and HPPWD specification/MoRD technical specification clauses 802, 803, 1202 and 1203, including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying cement concrete 1:5:10 (One cement : five sand : ten graded stone aggregate 40mm (Forty millimetre nominal size) and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls, as per drawing and technical specification including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete as per drawing and HPPWD specification/MoRD technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying 1:5:10 (One cement : five sand : ten graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Providing concrete for plain concrete in open foundation complete including form work as per drawings and technical specification Clause 802, 803, 1202 & 1203 P.C.C. 1:3:6 (One cement : Three sand : Six graded stone aggregate) Mechanically Mixed including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 1401.4 in RCC M-25 (M-twenty five) using graded crushed stone aggregate 20mm (twenty millimetre) nominal size including form work upto any height including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer in charge.

Supplying fitting and placing HYSD BAR reinforcement in Super structure complete as per drawing and technical specifications clause 1001 including carriage of materials with in all leads, lifts and other incidentals.

Supplying, fitting and placing HYSD bar reinforcement in Sub-Structure complete as per drawing and technical specifications clause 1001, 1206 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and technical specifications clause 1001, 1401 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.

Providing, and laying reinforced cement concrete 900mm diameter (Nine hundred millimeter) pipe NP3 as per design for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (One cement : three sand) (Earth work in excavation and cement concrete for bedding to be measured and paid for separately) including carriage of materials with in all leads, lifts and other incidentals.

Coursed rubble stone masonry (2nd sort) in cement mortar for substructure complete as per drawing and technical specifications clauses 702, 704, 1202 and 1206 in cement mortar 1:4 ( One cement : four sand) including carriage of materials with in all leads, lifts and other incidentals.

Stone masonry in cement mortar in foundation complete as drawing and technical specification clauses 702, 704, 1202 and 1206 in cement mortar (1:4) (One cement : four sand) Coursed rubble masonry (2nd sort) including carriage of materials with in all leads, lifts and other incidentals.

Coursed Rubble stone masonry (2nd sort) in cement mortar (1:6) (One cement : six sand) for sub-structure complete as drawing and technical specification of Ministry of Rural road Development for Rural road clauses 702, 704, 1202 and 1206 including carriage of materials with in all leads, lifts and other incidentals.

Provding and laying of boulder apron laid in wire crates with 4mm (four millimetre) dia GI wire conforming to IS: 280 and IS:4826 in 100mmX100mm (one hundred millimetre into one hundred millimetre) mesh (woven digonally including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg (twenty five kilogram) each as per drawing and techinical specification clause 1301 including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm (Six hundred milimetres) 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 height compacted to firm condition complete as per drawing and technical specification Clause 1206.3 including carriage of materials with in all leads, lifts and other incidentals.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1604 including carriage of materials with in all leads, lifts and other incidentals.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1206.3. Granular material including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer in charge.

Back filling behind abutment wing wall and return wall complete as per drawing and technical specification (Granular material) including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.

Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1206.6 including carriage of materials with in all leads, lifts and other incidentals.

Providing and Laying P.C.C. 1:3:6 (Plain cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate) nominal mix in bridge foundation with crushed stone aggregate 40mm (forty millimetre) nominal size mechanically mixed, placed in foundation including curing for 14 (fourteen) days.) including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.

Providing and laying mechanically mixed plain cement concrete M-15 (M-Fifteen) Grade in sub structure upto any height including cost of form work and curing complete as per drawing and MORD technical specifications an as per the direction of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidental.

Providing and Laying reinforced cement concrete in sub-structure complete as per drawing and technical specifications clause 1206 RCC Grade M-20 (twenty) upto any height using concrete mixer including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Construction of R.C.C Railing of M-30 Grade, Cast in situ with 20mm (Twenty millimetre) nominal size crushed stone aggregate including form work and reinforcement complete true to the line and grade tolerance of vertical railing post not exceed 1 in 500 (One in five hundred) center to center spacing between vertical posts not to exceed 2000mm (Two thousand millimetre) heaving adequate space between vertical post for expansion complete as per drawing and MORD technical specification clause No-1404.3 including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying Reinforced Cement Concrete M-30 (thirty) Grade approach slab complete including form work and reinforcement as per drawing and technical specifications clause 1404.4 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specification clause 1401 RCC grade M-25 (twenty five) for box girder bridge including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Providing and laying cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specifications clause 1404 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Supplying fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC :83 (Pt-I) Section IX and clause 1402 of MORD specification complete including all accessories as per drawing and technical Specification in all leads and lift of material to the entire satisfaction of Engineer-in-charge.

Supplying fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC :83 (Pt-I) Section IX and clause 1402 of MORD specification complete including all accessories as per drawing and technical Specification in all leads and lift of material to the entire satisfaction of Engineer-in-charge.

Drainage spouts complete as per drawing and technical specification clause 1404.5 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge clause 1705.

Providing and laying of a strip seal expantion joint catering to maximum horizontal movement upto 70mm (seventy millimeter), complete as per approved drawing and standard specifications clause 1403 to be installed by the manufacture/supplier or their authorized representative ensuring compliance to the manufacturer’s instructions for installation including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Providing and 50mm (fifty millimetre) dia G.I. vent pipe in soffits of slab as per design and specification including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.

Providing and filling joint sealing compound as per drawings and technical specifications with course sand and 6 (six) percement bitumen by weight as per the direction of Engineer-in Charge

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to sepecified lines, grades, levels and dimensions. Excavated marerial to be used in embarkment with in all lead and lifts as per technical specification clause 1606.1 and as per the direction of Engineer-in Charge

Guild Infrastructures Private Limited