Tender For Repair Work Of Link Road From Katehari Bazaar To Barwan. Length 1.90 Km - Providing & Laying Spreading And Compactingstone Aggregates Of Specifice Size To Water Bound Macadam Specificationincludingspreadinginuniformthicknesshand Packingrollingw, mandi-Uttar Pradesh

Repair work of link road from Katehari Bazaar to Barwan. Length 1.90 km - Providing & laying spreading and compactingstone aggregates of specifice size to water bound macadam specificationincludingspreadinginuniformthicknesshand packingrollingwiththreewheel80-100Knstaticrollerin stagestopropergradeandcamberApplingandbrooming crushable screening to fill-up the interstice of coarse aggregatewatering and compactingto the requireddensity Grading3asperTechnicalspecificationClause 405Mord Book Page No. 4-18 (Part-A) 2 Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineer in Charge . (Part-A) 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge .(Part-A) 4 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510and direction of Engineer-in-charge . (Part-A) 5 Providing & fixing of M.S. Sign Board as per approved Drawing of Mandi Parishad at road site includingPainting with enamel paint and letter writing with road sign as per direction of E/I. (Part-A) 6 Earth in cutting or in embankment in ordinary soil , excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M. lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer in charge (Part-A) 7 Supply and laying and fixing of 350 mm dia NP-3 R.C.C. Hume pipe with required collors including loading, unloading, cartage upto site. Supply of all materials all labour. T&P etc. and also including all other taxes/charges for proper completion of work as per direction of the Engineer in charge. Jointing of pipes shall be with 1:2 cement and course sand mortar. (Part-A) 8 Brick edging on both sides of roads of 1st class brick 8cm (3) wide & 12cm (4.50) deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor T&P sudries required for completion of work with material. (Part-A) 9 Maintenace cost of 2nd year after completion of work @2.00% of total work amount of item no 1 to 8(Part-A) 10 Maintenace cost of 3rd year after completion of work @3.00% of total work amount of item no 1 to 8(Part-A) 11 Maintenace cost of 4th year after completion of work @ 4.00% of total work amount of item no 1 to 8(Part-A) 12 Maintenace cost of 5th year after completion of work @ 6.00% of total work amount of item no 1 to 8(Part-A) 13 Providing & laying spreading and compactingstone aggregates of specifice size to water bound macadam specificationincludingspreadinginuniformthicknesshand packingrollingwiththreewheel80-100Knstaticrollerin stagestopropergradeandcamberapplingandbrooming crushable screening to fill-up the interstice of coarse aggregatewatering and compactingto the requireddensity Grading3asperTechnicalspecification(for Interlocking Base coat)(Part-B) 14 Providing and Laying cement concrete 1:6:12 (1 cement :6fine sand :12graded brick aggregate 40mm nominal size) including supply of all materials, labour, T&P, Curing, Cost of form work complete in all respect in foundation and under floor (SI No. 273 (Part-B) 15 M-150 class brick work in 1:4 Cement and course sand mortar in foundation and plinth including supply of all materials labour and tools and plants etc. requried for proper completion of the work. As per direction of Engineer in charge (SI No. 6.1.1) (Part-B) 16 Supply and laying of 80mm thick grey mccnanically compressed interlocking cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder the compressive strength of concrete paver bloks shall not be less than 30MPa & 4.50 Kg an I.S.I marked as per drawing and confirming to RC-SO-63-2004 over etc.& also including 25mm Local sand cushion below Interlocking Block as per drawing .................. required for proper completion of the work. Clause 1504 Excluding GSB ( S.No 16 page 40) (Part-B) 17 Laying C.C. consisting of 1:2:4 cement, course sand and approved 2 cm gauge stone ballast over prepared sub grade after its rectifications and bringing its to proper camber and including supply of all material .............. complete in all respect (Part-B) 18 12mm thick plaster 1:4 cement and coarse sand mortar over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. 155+22= 177 Diff. (S.I. (583-582) (Part-B) 19 Earth Work in excavation in trenches for foundation and pipe, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5M lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by engineer in charge with in a lead of 50 meter. I/C Royality (SI251) (Part-B) 20 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. ( With Royalty) (Part-B) 21 Maintenace cost of 2nd year after completion of work @ 0.25% of total work amount of item no 13 to 20(Part-B) 22 Maintenace cost of 3rd year after completion of work @ 0.50% of total work amount of item no 13 to 20(Part-B) 23 Maintenace cost of 4th year after completion of work @ 0.75% of total work amount of item no 13 to 20(Part-B) 24 Maintenace cost of 5th year after completion of work @ 1.00% of total work amount of item no 13 to 20(Part-B)

INR 7552 /-

INR 425000.0 /-

INR 42.38 Lakhs /-