Construction of water harvesting structures Lot1 and Lot2 at North Garo hills and West Garo Hills Meghalaya

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Part 1-Civil

Excavation for Structures (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 otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary soil A. Manual means (i) Up to 3 m depth

Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) V. Marshy soil B. Mechanical Means (i) upto 3 m depth

Stone masonry work in cement mortar 1:3 for B. Coursed rubble masonry (first sort)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications B. P.C.C Grade M20

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

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A. R.C.C. Grade M20 Case I. Using Concrete Mixer (i) (p) Height upto 5 m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications E. R.C.C. Grade M20 (p) Height upto 5 m Case I. Using Concrete Mixer

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech Specification Clause 301.5

Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification

Random rubble masonary in case of stone pitching laid with cement mortar (1:5). I. Brick masonry in cement mortar 1:4 in case of brick pitching.

Turfing with sods. Furnishing and laying of the live sods or perenial turf forming grass on embankment slope, verge or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification clause 309.

Providing and laying S&S centrifugally cast (spun) iron pipes (classLA) conforming to IS:1536

Providing and fixing C.I sluice valve (with cap) complete with bolts, nuts, rubber insertions etc.

Providing lead caulked joints to spun iron or C.I pipes and specials, including testing of joints. C.150mm diameter pipe

Total Section A Civil

Cost for the implementation of activities can be estimated in Annexure A: EHSMP (as per Section 6). The environmental, health and safety activities during construction should correspond to the recommended safeguard actions in Annexure A: EHSMP.

Cost for operation and maintenance

Total Section B

Total Section A+B

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Part 1-Civil

Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) V. Marshy soil B. Mechanical Means

Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil B. Mechanical Means (i) Depth upto 3 m

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech Specification Clause 301.5

Stone masonry work in cement mortar 1:3 for A. Random Rubble Masonry

Haulage excluding Loading & Unloading (i) Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-I : Surfaced Road

Haulage excluding Loading & Unloading (i) Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-III: Katcha Track and Track in River Bed/Nallah Bed and Choe Bed

Haulage excluding Loading & Unloading (ii) Loading and unloading of stone boulder/ stone aggregates / sand / kankar / moorum. ( Placing tripper at loading point, loading with front end loader,dumping,tuming for return trip,excluding time for houlage and return trip)

Turfing with sods. Furnishing and laying of the live sods or perenial turf forming grass on embankment slope, verge or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification clause 309.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A. P.C.C. Grade M15 (p) Height upto 5 m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications E. R.C.C. Grade M20 (p) Height upto 5 m Case I. Using Concrete Mixer

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

Providing and laying of boulder apron laid in wire crates with 4 mm dia G Iwire conforming to IS:280 and IS:4826 in 100mmx 100mm mesh (woven diagonally) including10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Laying of G.I. Pipes in trenches including carraige of pipes from stock yard to the site within a distance of 8 km. Except socket joints, all fittings required fpr the work will be paid extra as per current schedule of rates. Trenching and earth filling is also exclusive and shall be paid extra. (Medium Quality)

Laying of G.I. Pipes in trenches including carraige of pipes from stock yard to the site within a distance of 8 km. Except socket joints, all fittings required fpr the work will be paid extra as per current schedule of rates. Trenching and earth filling is also exclusive and shall be paid extra. (Medium Quality) (Cost of materials)

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

Providing soling 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.

Total Section A Civil

Cost for the implementation of activities can be estimated in Annexure A: EHSMP (as per Section 6). The environmental, health and safety activities during construction should correspond to the recommended safeguard actions in Annexure A: EHSMP.

Cost for operation and maintenance

Total Section B

Total Section A+B