Construction of water harvesting structures Lot1 and Lot2 at East Garo Hills South Garo Hills and South West Garo Hills

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

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness as per technical specification clause 201.

Excavation for Structures (Earth work in excavation offoundation 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) Upto 3 mtr depth

ii) Excavation in Soil with dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and puhing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of line, grades and cross-section as per Technical specification Clause 302.3

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A. PCC Grade M15

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

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

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

Supplying, fitting and placing HYSD bar reinforcement in super-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. RCC Grade M20 Case-I Using Concrete mixer i) For solid slab super structure, 20-30% of (a+b+c) p) Height upto 5 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

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specficaton clause 1302

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

Providing and laying S&S centrifugally cast (spun) iron pipes (classLA) conforming to IS:1536 c) 150 mm diamcter pipe

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

Providing and fixing C.I sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. c) 150 mm diamcter pipe ii) Class-II

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 b) Stone soling i) 100mm

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 b) Stone soling i) 150mm

Total Section A Civil

Provisional Sum -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 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.) I Ordinary Soil A Manual Means i)upto 3m depth

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15

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

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

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

Plain/Reinforcement cement concrete in Sub-Structure complete as per drawing and technical specification E RCC Grade M20 p)Height upto 5m Case I Using concrete Mixer

Furnishing and placing Reinforced/Prestressed cement concrete in Super Structure as per drawing and Technical Specification A RCC Grade M20 Case I Concrete Mixer i)For solid slab super-structure, 20-30% of (a+b+c) P)Height upto 5m

Random rubble masonry in case of stone pitching laid with cement mortar (1:5) III. PCC Grade M20 Nominal mix 1:3:6

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

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

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. b Stone Soiling i)100mm

Total Section A Civil

Provisional Sum -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

ii) Excavation in Soil with dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and puhing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of line, grades and cross-section as per Technical specification Clause 302.3

Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. A. MANUAL MEANS Without Dewatering I. Ordinary Soil (i) Upto 3 m depth

(i) Earthwork in cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50 m as per Technical Specification Clause 302.3

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. b Stone Soling (ii) 150 mm

Retaining Wall / Brest walls Construction of retaining walls/brest walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 (ii) Plain cement concrete M10 grade

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) II. P.C.C. grade M15 (ii) Nominal mix 1:2:4

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (a) Square Rubble Coursed rubble masonry (first sort)

Stone masonry work in cement mortar in foundation complete as per drawing and Technical Specification Clause 702, 704, 1202 & 1203. I. Coursed rubble masonry (1st sort) (i) In cement mortar 1 : 3

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawings and Technical Specification

Supplying fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and Technical Specification

Supplying fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specification Clauses 1000 and 1202.

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Sub-structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 and 1202.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Case I Using concrete Mixer i)For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204. V. R.C.C. grade M20 (1 : 1.5 : 3) Nominal mix i) Upto 5 m Height.

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Providing 12 mm thick cement plastering in cement mortar 1: 2, 1: 3 and 1: 4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification. In Cement Mortar 1 : 3

Centering and shuttering lncluding strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges 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.

Haulage excluding Loading & Unloading (Stone) i)Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced Gravel Road

Haulage excluding Loading & Unloading iii) Loading and unloading of boulders by manual means and stacking. (Stone)

Haulage excluding Loading & Unloading (Stone) i)Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced Gravel Road

Haulage excluding Loading & Unloading iii) Loading and unloading of boulders by manual means and stacking. (Stone)

Providing and laying S&S centrifugally cast (spun) iron pipes (classLA) conforming to IS:1536 c. 150mm diameter pipe

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

Providing and fixing C.I sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. c. 150mm diameter (i) Class - II.

Sub total Civil Part 1

Provisional Sum -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

Sub total O M and EHSMP Part 2

Total