Zilla Parishad-ZP has published Repairing Of Bituminous Road From Sahebganj Road 2 No Pool To Balarampur Road Garer Matha Via The House Of Ratan Barman At Bhagnir Part I Part Ii Mouza Under Dinhata Vil I And Dinhata Vil Ii Gp Dinhata I Ps In District Of Cooch Behar Upto 1200 Mtr. Submission Date for this Tender is 30-09-2020. Road Work Tenders in COOCH BEHAR West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: ESTIMATE FOR REPAIRING OF BITUMINOUS ROAD FROM SAHEBGANJ ROAD 2 NO. POOL TO BALARAMPUR ROAD GARER MATHA VIA THE HOUSE OF RATAN BARMAN AT BHAGNIR PART-I & PART-II MOUZA UNDER DINHATA VILLAGE-I AND DINHATA VILLAGE-II G.P. WITHIN DINHATA-I P.S. IN THE DISTRICT OF COOCHBEHAR UPTO 1200 MTR. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil. (i) With carried earth arranged by the contractor within a radius of up to 3.0 km.including cost of carried earth. | 216 | m3. | |
| 2 | 1.02 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) | 504 | m3. | |
| 3 | 2.01 | By Mix in Place Method :\nConstruction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). G.S.B. Grading – I | 137.7 | m3. | |
| 4 | 2.02 | By Mix in Place Method :\nConstruction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). G.S.B. Grading – II | 275.4 | m3. | |
| 5 | 3 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (iii) With bamboos of length upto 2.50m to 3.0 m | 60 | m | |
| 6 | 4 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | 600 | nos. | |
| 7 | 5 | Supplying empty Cement bags in good condition. | 600 | nos. | |
| 8 | 6 | Supply of Fine Sand (Grading Zone III as per IS: 383-1970) stacked at site. | 15.6 | m3. | |
| 9 | 7 | Labour for laying Hume pipe or R.C. Spun pipe in proper position including handling within 50 m lead, fitting and fixing with collars and fixing the joints with 1 : 2 cement sand mortar and jute packing etc. complete including the cost of cement sand and jute packing. (i)Labour for 600 mm dia H.P. | 15 | m | |
| 10 | 7.1 | Supplying of R.C. Spun pipe 600 mm dia (NP3) | 15 | m | |
| 11 | 8 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) | 2 | no. |
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