Construction of Gainthal Bhajed Mandi Khadana road km 0/0 to 6/640 (SH F/C 5/7 mtr. Wide , C/O PCC R/wall, CD works, P/L GSB for G-I WBM G-II M/T , V-Shape drain, PCC Parapets, in km 0/0 to 6/645 and C/O 19.75 mtr span RCC T- Beam bridge at RD 6/195

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road, clause 1603.1 and 1603.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials for dumping in specified manner i/c arrangement of dumping site, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The quantity of stone that is 2593.92 cum. (Two thousand five hundred ninety three point ninety two Cubic Metre) shall be recoverd in all cases, taking which the recovery @( at the rate) Rupees 170/= only (Rupees one hundred seventy only) per cubic metre on pro rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earth work in excavations for all type of road structure such as retaning walls and brest walls, culvert drains and parapets etcetera in all type of classification of soil comprising of ordnary soil, ordinary rocks, hard rocks, chiselling/ wedging out of rocks ( where blasting is prohibited) as per drawing and technical specifications clause 305.1, 1104 and 1606. 1 as per direction of Engineer-in- Charge. including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto alls and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable approved materials to the orginal surface in layers not exceeding 150mm ( One hundred fity milimetre) compacted thickness including shorting and strutting and pumping and bailing out water ( surface and sub soil water up to all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of Engineer-in-charge including carrige of material thourgh all modes of transporation within all leads and lift and other incidentals.

Providing and laying boulder apron laid in wire crates with 4mm GI wire confrming to IS:280 and IS:4826 in 100mm * 100mm(one hundred * one hundred milimetre) mesh (woven diagonally) i/c 10% extra for laps & joints laid with stone boulders weighing not less then (Twenty five kilograme) 25kg each as per drawing and technical specification clause 1301 complete including carrige of material in all leads , lifts to various location thourgh all modes of transporation and including all incidentals charges.

Providing and laying cement concrete for plain/reinforced concrete M-10(Ten) 1:3:6 [ One cement : Three sand : Six graded crushed hard stone aggregate 40 mm (forty) millimetres nominal size] mechanically mixed, vibrated and curing complete including form work in Sub-structure as per drawing and technical specification of MORD Clause 802, 803, 1202 and 1203 including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges

Providing and Laying concrete for plain/reinforced concrete in retaning walls, breast wall, return walls, wing wall and parapets etc. as per drawing and technical sepcification PCC grade nominal mix 1:4:8 (One cement : Four sand : Eight graded hard stone aggregate 25mm twenty five millimetres nominal size Clause 802, 803, 1202 and 1203 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and including all incidental charges.

Providing and Laying concrete for plain/reinforced concrete nominal mix 1:6:12 (One cement : Six sand : Twelve graded hard stone aggregate forty millimetres nominal size) in open foundations complete as per drawing and technical specification of MORD Clause 802, 803, 1202 and 1203 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and including all incidental charges

Providing and laying concrete for reinforced Cement Concrete PCC grde M-20 (M-Twenty) nominal mix 1:2:4 40mm( one cement: two sand: four stone agreegate) forty milimetre size in super-Structure up to 5.00 Mtr. to 10.00 mtr hieght complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 including carrige of material to various location thourgh all modes of transportation in all leads lifts and including all incidental charges to the entire satisfaction as per direction of Engineer-in- Charge..

Furnishing/Placing Reinforced/Prestressed cement concrete in super structure as per drawing and technical specification PCC grade M25 (1:1.5:3)up to 5.00 Mtr. hieght . including carrige of material to various location thourgh all modes of transportation in all leads lifts and including all incidental charges to the entire satisfaction as per direction of Engineer-in- Charge.

Providing weepholes in brick masonry/stone masonry/plain/reinforced concrete abutment , wing wall, return wall with 100 (one hundred) millimetres dia PVC pipe extending through the full width of the wall with slope of 1 (One) vertical : 20 (Twenty) horizontal towards drawing face complete as per drawing and technical specification of MORD Clause 614,709,1204.3.7 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and including all incidental charges.

Backfilling behind abutment, wing wall and return wall complete as per MORD specification including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges.

Providing, and laying reinforced cement concrete 900 mm (Nine Hundred millimeter)diameter pipe class NP-2( Non Presser- Two), including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement: two sand) including back filling but excluding excavations, protection works, concrete and masonry works in head walls and parapets as per drawings and technical specifications including hauling /carriage of all labour equipments and material to various locations through all modes of transportations in all leads and lifts including all incidental charges to the entire satisfaction and as per the direction of Engineer-in- Charge

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 randam rubble laid in cement mortar 1:3 (One cement : three sand) including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges

Suppyling fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications. Clause 1002, 1010 and 1202 including all incidental charges leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately) depending upon the classification of soil complete as per HP.PWD. Specification and direction of the Engineer-in Charge, including carriage of all labour equipments and material to various locations through all modes of transportation in all leads and lifts all incidental charges to the entire satisfaction of the Engineer-in-Charge.

Consolidation of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD.specification/ technical Specification and direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts all incidental charges to the entire satisfaction of the Engineer-in-Charge

Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401 including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts all incidental charges to the entire satisfaction as per direction of Engineer-in- Charge.

WBM Grading 2 63 to 40 mm nominal size (Sixty three milimetre to Forty milimetre) Providing laying, spreading and compacting stone aggregate of specific size to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN (Eighty to One Hundred) static roller in stage to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstice of course aggregate, watering and compacting to the required density Grading-2 as per HP.PWD. specification/ technical Specification clause 405 (Clause Four Hundred Five) complets including carrige of material in all leads & lifts thourgh all modes of transportation in all leads and lifts all incidental charges to the entire satisfaction of the Engineer-in-Charge by Machanical Means

WBM Grading 3 55 to 25 mm nominal size (Fifty five milimetre to Twenty five milimetre) Providing laying, spreading and compacting stone aggregate of specific size to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN (Eighty to One Hundred) static roller in stage to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstice of course aggregate, watering and compacting to the required density Grading-3 as per HP.PWD. specification/ technical Specification clause 405 (Clause Four Hundred Five) complets including carrige of material in all leads & lifts thourgh all modes of transportation in all leads and lifts all incidental charges to the entire satisfaction of the Engineer-in-Charge by Machanical Means

Providing and applying priming coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.70-1.0 K.g (zero point seventy- one point zero) kilogramme per square meter using mechanical means as per Technical Specification Clause 502 including carriage of all labour, equipments and material to various locations through all modes of transportation in all leads lifts and including all incidental charges.

Providing and applying evenly tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.20- 0.25 (zero point twenty- zero point twenty five) kilogramme per square meter on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads lifts and including all incidental charges.

Providing, laying and rolling of open graded premix carpet of 20 (Twenty) millimeters thickness composed of 13.2 (Thirteen point Two) millimeters to 5.6 (Five point Six) millimeters aggregates either using penetration grade bitumen to required line grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 (Eighty- One hundred) KN static Roller capacity, finished to required level and grades to be followed by seal coat of type –B by Mechanical means Bitumen (S-90), as per technical specification clause 508 including all incidential charges carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using type-A & type-B & type-C as per technical specification C-510 (Clause- Five hundred Ten) ) by Mechanical means Bitumen (S-90), including all incidential charges hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Earth work in excavations for bridge structure in all type of classification of soil comprising of ordnary soil, ordinary rocks, hard rocks, chiselling/ wedging out of rocks ( where blasting is prohibited) as per drawing and MORD technical specifications clause 305.1, 1104 and 1606. 1 as per direction of Engineer-in- Charge. including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal up to all and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the orginal surface in layers not exceeding 150mm ( One hundred fity milimetre) compacted thickness including shorting and strutting and pumping and bailing out water ( surface and sub soil water) up to all depth and any quantum of water including cleaning of slush which may arise out during dewatering and as per the direction of Engineer-in-charge including carrige of material thourgh all modes of transporation within all leads and lift and other incidentals.

Providing concrete for plain/ reinforced concrete 1:3:6 [ One cement : Three sand : Six graded crushed hard stone aggregate) in foundation with crushed stone aggregate 40mm (Forty milimetre) nominal size mechanically mixed, placed in foundation and compacted by vibration including for 14 days (Fourteen days). as per drawing and technical specification of MORD Clause 802, 803, 1202 and 1203 including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M-35 (M-Thirty five) using concrete mixer including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M-25 (M-Twenty five) using concrete mixer including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges

Supplying, fitting and placing HYSD bar reinforcement complete in SUB STRUCTURE complete as pe rdrawings and technicaI specifications. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges.

Providing and laying of Filter media with granular materials/stones crushed aggregate satisfying the requirement laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less htan 600mm ( Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

Supplying, fitting andplacing HYSD bar reinforcementin SUPER STRUCTURE complete as per drawings and technicaI specifications.(Bridge) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying CC wearing coat, M-30 ( M-thirty) grade including reinforcement complete as per drawing and technical specifications. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 and as per the direction of Engineer-in-charge.

Construction of RCC railing of M-30 ( M-thirty) grade iaggregate size not exceeding 12mm, true to line and grade, tolurence of vertical RCC post not exceed 1 in 500, ( One in five hundred) center to center spacing between vertical post not to exceed 2000mm, (Two thousand milimetre) leaving adequate space between vertical post for expantion, complete as per approved drawing and technical specifications and as per the direction of Engineer-in-charge..

Drainage spouts complete as per drawing and technical specifications Clause 1209(bridge) including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and all incidental charges.

PCC M-15 ( M-Fifteen ) Grade leveling course below approach slab complete as per drawing and technical specification including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and all incidental charges

Reinforced concrete approach slab including reinforcement and form work complete as per drawing and technical specification PCC M-25 ( M-Twenty five ) including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 (Twenty) deg., moderately curved with maximum horizontal movement upto 50 mm, (Fifty milimetre) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges.

Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (One hundred Milimetre) spread thickness (finished work including material and labour) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and including all incidental charges

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. including carriage of all labour, equipments and material to various location through all modes of transportation in all leads lifts and including all incidental charges.

Jarnail Singh Pannu

m/s sharma construction

Ranjeet Singh

HET RAM

ARVIND KUMAR BANSAL

naresh vij govt contractor

M/S VINEY KUMAR SHARMA