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| 1 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,Note: For compensation for earth for land ownwd and arranged by contractor add Rs. 25.00 per cum extra over rate of E/W for land owned/arranged by the Department Royalty Charges on earth @29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e, Rs. 15.00 per 100 cft), as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses. A) Beyond 500 Metre and upto 1.00 km |
| 2 | B) Beyond 1.00 km and upto 2.00 km |
| 3 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 4 | Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the spoils within a lead of 75 metre as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 5 | Compacting earthwork in embankment in layers of 25 cm.by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge (Payment will be made on the basis of Pre-work & Post-work level). Note : Rate is inclusive of testing for OMC as directed by the Engineer-in-Charge. |
| 6 | Making filter with well graded 40 mm. down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm. depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer-in-Charge (measurements will be on finished work /in stack after deducting necessary void).(b) 1st. class Brick Ballast. |
| 7 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm x 25 Cm. or as directed by the Engineer-in-charge) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster, curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4). |
| 8 | Dismantling all types plain cement concrete works, stacking serviceable materials at site and removing rubbish directed within a lead of 75 m a) In ground floor including roof. i) 150 mm thick. |
| 9 | Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete. |
| 10 | Labour charges for collecting scattered bricks from slope, bed or apron and stacking the same above ground within a lead of 100 metre and all lifts as per direction of the Engineer - in - Charge. |
| 11 | Labour for breaking 1/2 Bricks or Full Bricks and Brick blocks (Old/New) into metal/Khoa/chips as per specific size and stacking the same at site or stackyard with due allowance of sinkage/shrinkage as per direction of the Engineer-in-charge. (b) Khoa Size 32 mm. to 25 mm.. |
| 12 | Labour charges for providing filter with well graded 40 mm. down stone metal/ jhama ballast/ 1st. class brick ballast / shingles and laying uniformly below pitching on bed, side slopes including preparing bed with earthwork up to 30 cm depth, where necessary and compacting as per direction of the Engineer-in-Charge and including all leads and lifts complete but excluding the cost of supply and carriage of stone metalsl/jhama ballast/1st. class brick ballast/shingles up to site. |
| 13 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm. nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (i) Pakur Variety. -Cement:-ppc/psc/opc33 |
| 14 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m. the equivalent floor height shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12 (e) for every 4 m. or part thereof). (f) 25 mm to 30 mm shuttering without staging in foundation |
| 15 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing /welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 16 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (i) 15 cm av. diameter |
| 17 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. (i) 15 cm av. diameter |
| 18 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm. (i) Jhaw / Eucalyptus. |
| 19 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 mx 0.38 m conforming to BIS : 14252 : 2015 for bank protective worksincluding all cost of cost of transportation on road by all means,including other incidental charges complete.Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of“Specification for Works” in the USoR shall be reproduced and includedin the tender document as “Specification and Special Terms &Conditions for High Density Polyethylene (HDPE) Bags” in case of useof this item in the estimate.” |
| 20 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed byEngineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). |
| 21 | Testing of Geo-textile materials including UV Test from well eqipped laboratories like Jadavpur University, BITRA, CIPET etc.) (This item is applicable only for third party testing conducted by the Engineer-in-charge to assure the quality of the Geo-textile material) |
| 22 | Single brick flat soaling of picket jhama bricks including ramming and dressing bed to proper level and fitting joints with local sand. |
| 23 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm. nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (i) Pakur Variety. -Cement:-ppc/psc/opc33 |
| 24 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. (a) In 1:4 proportion. |
| 25 | Brick pavement with 1st class/picked jhama bricks (as per direction of Engineer in charge) with joints set closed in cement mortar 1:6 including preparation of bed by cutting or filling with ramming the filled up earth to the same profile as that of the finished pavement. Rate is inclusive of cost of supply of all materials, labour and all incidental charges in this connection. |
| 26 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 27 | Hadling, transporting and placing the newly casted 1.2 MT (approximately) Tetrapods in layers at seaside slope as per direction of the Engineer-In-charge including cost of handling operations, labour, materials, tackles, cranes, plants & equipments etc. complete within a lead of 100 metre and all lifts. Please Enable Macros to View BoQ information |
