Tender For Protection To The Severely Damaged Right Bank Of River Bidyadhari For A Length Of 750 M Between Nawapara, Baltia And Ghoj Nawapara In Kamargati, Nawapara And Baltia Mouzas, P.S , Block - Haroa, District North 24 Parganas
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Project Description
Protection To The Severely Damaged Right Bank Of River Bidyadhari For A Length Of 750 M Between Nawapara, Baltia And Ghoj Nawapara In Kamargati, Nawapara And Baltia Mouzas, P.S , Block - Haroa, District North 24 Parganas
BOQ
| Sl. No. | Item Description |
| 1 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.A) 0.90 metre x 0.60 metre nominal section. |
| 2 | Making sausages circular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside wire net caging made of 10 S.W.G.galvanised iron wire square pattern (internal dimension of mesh will be 100 mm. x 100 mm. square) galvanised wirenet caging with proper lapping of minimum 150 mm and sewing with 12 SWG. galvanised iron wire including cost of all materials, carriage up to site, placing and laying the same after preparing the bed/trench to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces .)A) 0.75 metre diameter. |
| 3 | 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) . |
| 4 | 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. |
| 5 | 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, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.A) Beyond 4.00 km and upto 5.00 km.Note:-The rate is inclusive of Royalty Charges,Cess on Royalty and Compensation for earth for land owned/arranged by the contractor. Royalty payment certificate in original from competent authority are to be produced along with the bill,otherwise amount due towards Royalty @ Rs.29.00/Cum and Cess on Royalty @ Rs.5.30/Cum will be deducted from the bills of works.NB:-Measurement to be taken on the basis of stack measurement/pre-post work section measurement after deduction of void as per norms.No extra payment will be made for stacking. |
| 6 | 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. |
| 7 | Earth work 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 m. 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. |
| 8 | Cutting, uprooting and clearing jungles including shurbs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by the Engineer - in - charge. |
| 9 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc.of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). |
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