Water Resources Department Tender
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Costs
EMD
₹ 7,15,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Ngr-11-construction Of West Side Road Along With Parikrama Road Of Lord Nilamadhab Temple At Kantilo Of Nayagarh District (b) Construction Of Parikrama Road
Description
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Contact
Tender Id
2023_CELBB_97258_1Bid Award Id
ViewTender No
e-Procurement Notice No.ACECIC-15/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
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Documents
BOQ Items
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Providing and laying RCC work of M-30 with 20 mm down graded crusher broken hard grnaite chips from approved quarry free from weatehred skin dust and other deleterious materials including mixing with concrete mixer, hoisting and laying manually compacting by vibraotr including cost, conveyance, royalty of all materials complete including watering etc. as directed by the Engineer-in-Charge.
387.4
2463089
6358
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Providing form work of concrete in irrigation structure with F1 finish of upstream faces of dam, spillway, galcis of barrages, unexposed surface of foundation on blcok joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surface where necessary complete with all labour, material, and T & P etc. complete as per direction of the Engineer-in-charge.
1957.5
1542118
787.8
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Supplying, cutting, placing, bending, binding, straightening the uncoated HYSD rod (SAIL / VIZAG Steel) for reinforcement for RCC work and laying the grills & placing in position including all cost of rod, binding wire of 18 to 20 SWG including carriage of all materials to the work site with all taxes,cess, etc. with all leads, lifts , delifts etc. complete with all costs incidental to the work as per direction of the Engineer-in-charge.
387.4
3595963
9282.3
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Providing weep holes in brick masonary / plain / reinforced concrete works in abutments / wing walls / return walls with 100mm dia AC pipe extending through the full width of the structure with slope of 1v : 20H towards drawing face with cost of all materials, all labour, all taxes, cess, T & P etc. complete including welfareness as per direction of Engineer-in-Charge.
130
14391
110.7
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Filling in foundation & Plinth with excavated materials including watering and ramming with all cost, carriage, labour, T & P, cess and all taxes etc. all complete as per the direction of Engineer-in-Charge.
538.2
74217
137.9
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Supplying fitting & fixing of stainless steel of 304 grade inhadn railing using 50mm dia 2mm thick circular pipe with Balustrade of size 32mm x 32mm x2mm @0.90 mtr. c/c and stainless steel square pipe bracing of size 32mm x 32mm x 32mm in 3 rows in stair case as per approved design and specification, buffing, polishing including cost, carriage, taxes, cess of all materials, labour and T & P etc. complete with exchange of damaged roller blinds as per direction of the Engineer-in-charge.
520
598884
1151.7
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Providing 60mm thick Paver Block on compacted sand bedding of 40mm by using plate vibrator including cost of precaste paver block with cost, carriage, taxes, cess of all materials, labour and T & P etc. all complete as per direction of the Engineer-in-charge.
1560
1325001
849.36
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Construction of Gavion wall Supply and installation of Gabion facia units with integrated tail as secondary reinforcement for reinforced soil system made of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh per IS 16014:2018 and MoRTH (fifty revision) clause 3100, mesh type 10x12, Zn+polymer coated meshed wire dia 2.7/3.7mm (ID/OD) having tensile strength 40kN/m and punch strength 19kN, mechanically edged / selvedged with partitions at 1m interval tying with lacing wiere of dia 2.2/3.2mm (ID/OD) and filling the gabion unit boxes with dry rubble of size range ange between 150mm to 250mm as per the standard installation guidelines, drawing and technical specifications etc. complete as per direction of the Engineer-in-charge. (Gabion with integrated tail units - 3m x 3m x 0.5m. (LxWxH)
1126
6578553
5842.41
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Supply and filling the Gabion facia units boxes with dry rubble as per the standard installation guidelines, rock / rubble for the gabion filling shall be hard, angular to round, durable and of such quality that they shall not disintegrate on exposure to water or weathering during the life of the structure. The rocks shall range between 150mm to 250mm for 10x12 type mesh including lacing / bracing of gabion boxes and placed in postion as per drawing and to the satisfaction of Engineer- in- charge. (includes the cost of stones / labour etc. complete). The quality of placing and filling of gabions shall be as per approved construction manual.
1689
4905531
2904.4
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Providing and laying of BBA certified high strength flexible geo-grid as primary reinforcement at site store maintained by contractor with a high quality coating like LDPE or equivalent. Latex or polymer coating or geo-textile or any other foating shall not be permitted. Selection of geo-grid be strictly based on long term design strength values for a deisgn life of 120 years at 20oC. GEOGRID shall have High Strength Flexible Uniaxial with low creep characteristics consisting of polyester (PET) & having an outer protective coating of low density polyethylene sheath. It shal have ultimate tensile strength as mentioned below against each sub item for reinforcement in Flexible Retaining Wall etc. complete as per detailed technical specifications attached and as directed by Engineer-in-charge. (A) 1st layer 131.57 KN/M
6141.8
2149630
350
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LTDS - 180 KN/M 2nd layer
15129.8
6808410
450
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Supplying and installation of Mechanically Woven Double Twisted Hexagonal shaped wire Gabion Mattress of required sizes, mesh type 6x8, Zn + Polymer coated having minimum tensile strength of 37 KN/m and puch strength of 25 KN, mechanically edged / selvedged with galvanization as per IS 16014:2018 and MORTH (fifth revision) clause 2500 size of units - 3mx2mx0.5m. etc. complete as per direction of the Engineer-in-charge.
3399
18694500
5500
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Supply and filling the Gabion mattress units boxes with dry rubble as per the standard installation guidelines, rock / rubble for the gabion filling shall be hard, angular to round, durable and of such quality that they shall not disintegrate on exposure to water or weathering during the life of the structure etc. complete as per direction of the Engineer-in-charge.
1699.5
4936027
2904.4
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Supplying and laying of polyester needle punched non woven geotextile as filter media below gabion mattress as per MORTH 700 type-I geotextile. The width of geotextile roll shall not be less than 4.5m etc. complete as per direction of the Engineer-in-charge.
3638.25
436590
120
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Providing preforated PVC pipe (lined with Geotextile) of 160mm internal diameter by driling and inserting the perforated PVC pipe as per the drawings etc. complete detailed technical specification and direction of the Engineer-in-charge.
266.7
29523
110.7
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Supply and installation of drainage composite which is made of light weight three dimensional, high compressive strength polyethylene core and non woven Geotextile provided on one side. The other side of core net is covered with laminated membrance to act as hydraulic barrier etc. complete as per direction of the Engineer-in-charge.
990
384120
388
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Supplying and laying of polyester needle punched non woven geotextile as filter media behind gabion facia units and for wrapped around the PVC pipes as per MORTH 700 type-III geotextile. The width of geotextile roll shall not be less than 4.5m, at easily accessible location including top and bottom with all leads, lifts and man power adn machinery, materials, labour etc. complete as per direction of the Engineer-in-charge.
3849.88
307990
80
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Granular fill as ground improvement measures beneath the flexible RS structure (sand filling) etc. complete as per direction of the Engineer-in-charge.
624
349939
560.8
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Providing and back filling behind facia units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 Km. including all leads, lifts and delifts including segregation complete as per drawing and technical specification (Reference to MoRTH&H's specification clause 3100 and IRC - 78 clause 710.1.4) & 2200 etc. complete as per direction of the Engineer-in-charge.
13120
7357696
560.8
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Earthwork in excavation for cutting as per drawing / technical specification to maintain the slope angle including loose rock scaling, collecting the boulder at the bottom of slope and disposal at a dumping place within a lead, lift and machinery etc. complete as per direction of the Engineer-in-charge. (A) With 5 extra lift over initial lead and lift
14850
6253335
421.1
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With 3 extra lift over initial lead and lift
5148
1964476
381.6
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Jungle clearance and removal of boulders and dismentalling of existing ghat etc. complete as per direction of the Engineer-in-charge.
13000
81900
6.3
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