Public Works Department-PWD has published Renewal Work Of The Following Roads By Hot Mix Plant And Paver Finisher (Group No. Up-44/09R(A) Gola-Bakeyganj Road To Kopwa(B) Lm Road To Gangapur Grant(C) Bijua-Gola Road To Larenganj(D) Lmp To Aliganj (Ch. 0.000 To 5.000). Submission Date for this Tender is 01-07-2021. Road Work Tenders in Lakhimpur Kheri Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Renewal work of the following roads by Hot Mix Plant and Paver finisher (Group No. UP-44/09R (a) Gola-Bakeyganj Road To Kopwa (b) LM Road To Gangapur Grant (c) Bijua-Gola Road To Larenganj (d) LMP To Aliganj (Ch. 0.000 To 5.000) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earth in cutting or embankment in ordinary soil excavation to done from of regular pits not exceeding 1/2 m. in depth and work embankment to be in 20 cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m. lift and 30 m. lead. the 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. | 1 | ||
2 | 1.01 | Gola-Bakeyganj Road To Kopwa | 1.01 | 176 | Cum |
3 | 1.02 | LM Road To Gangapur Grant | 1.02 | 374 | Cum |
4 | 1.03 | Bijua-Gola Road To Larenganj | 1.03 | 211.6 | Cum |
5 | 1.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 1.04 | 1150 | Cum |
6 | 2 | Providing ,Laying spreading & compacting stone aggregate of specific sizes to water bound macadam specification compacted to required thickness ,including spreading in uniform thickness, handpacking,rolling with 3wheeled steel/vibratory roller of 8-10 tonne in stages to proper grade and camber,applying &brooming, requisite type of screening /binding materials to fill up the intersices of coarse aggrgate,watering & compacting to the required density making necessary earthen bunds to protect edges, lighting, guarding, barricading and maintenance of diversion etc. and including all lead for metal as per MORD specification clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast from Approved Quarry | 2 | ||
7 | 2.01 | Gola-Bakeyganj Road To Kopwa | 2.01 | 1.06 | Cum |
8 | 2.02 | LM Road To Gangapur Grant | 2.02 | 0.91 | Cum |
9 | 2.03 | Bijua-Gola Road To Larenganj | 2.03 | 3.22 | Cum |
10 | 2.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 2.04 | 2.02 | Cum |
11 | 3 | Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 8.50 kg/ 10 sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)] | 3 | ||
12 | 3.01 | Gola-Bakeyganj Road To Kopwa | 3.01 | 15.46 | Sqm |
13 | 3.02 | LM Road To Gangapur Grant | 3.02 | ||
14 | 3.03 | Bijua-Gola Road To Larenganj | 3.03 | 46.23 | Sqm |
15 | 3.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 3.04 | 29 | Sqm |
16 | 4 | Prime Coat using Nanotechnology : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . \nMixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. \nRates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. | 4 | ||
17 | 4.01 | Gola-Bakeyganj Road To Kopwa | 4.01 | ||
18 | 4.02 | LM Road To Gangapur Grant | 4.02 | 14 | Sqm |
19 | 4.03 | Bijua-Gola Road To Larenganj | 4.03 | ||
20 | 4.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 4.04 | ||
21 | 5 | Providing & applying tack Coat with VG-10 Grade Bitumen using bitumen pressure distributor at the rate 3.00 kg per 10 sqm on the prepared bituminous/ granular surface cleaned with mechanical broom AS per MORD Specification clause 503 sl. 5.2(iii) | 5 | ||
22 | 5.01 | Gola-Bakeyganj Road To Kopwa | 5.01 | 3150 | Sqm |
23 | 5.02 | LM Road To Gangapur Grant | 5.02 | ||
24 | 5.03 | Bijua-Gola Road To Larenganj | 5.03 | 3622.5 | Sqm |
25 | 5.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 5.04 | 19687.5 | Sqm |
26 | 6 | Tack coat using Nanotechnology Providing and applying tack coat with Bitumen emulsion (VG-10) dosed with 0.1% Organosilane Nanotechnology by weight of Bitumen ,using emulsion pressure distributor at the rate of 0.3 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6 | ||
27 | 6.01 | Gola-Bakeyganj Road To Kopwa | 6.01 | ||
28 | 6.02 | LM Road To Gangapur Grant | 6.02 | 6693.75 | Sqm |
29 | 6.03 | Bijua-Gola Road To Larenganj | 6.03 | ||
30 | 6.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 6.04 | ||
31 | 7 | Providing,laying & rolling of open-graded premix carpet using Bitumen (VG-30) @ 14.60 kg per 10 sqm of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates laying with paver finisher using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying & rolling with a three wheel roller 80-100 kN static roller capacity ,finished to required level & grades. to be followed by a seal coat of Type C as per MORD specifications clause 508.using 30/40 TPH HMP | 7 | ||
32 | 7.01 | Gola-Bakeyganj Road To Kopwa | 7.01 | 3195.78 | Sqm |
33 | 7.02 | LM Road To Gangapur Grant | 7.02 | 6795.62 | Sqm |
34 | 7.03 | Bijua-Gola Road To Larenganj | 7.03 | 3780.5 | Sqm |
35 | 7.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 7.04 | 19851.4 | Sqm |
36 | 8 | Providing & laying of premix seal coat Type C using VG-10 bitumen @ 6.50 Kg/10 sqm sealing the voids in a bituminous surface and using 6.7mm nominal size grit @ 0.09cum per 10 sqm , laid to the spcified levels, grade and cross fall using [as per MORD Spcification Clause 510 ,Sr No 5.12 - (III)] | 8 | ||
37 | 8.01 | Gola-Bakeyganj Road To Kopwa | 8.01 | 3150 | Sqm |
38 | 8.02 | LM Road To Gangapur Grant | 8.02 | ||
39 | 8.03 | Bijua-Gola Road To Larenganj | 8.03 | 3622.5 | Sqm |
40 | 8.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 8.04 | 19687.5 | Sqm |
41 | 9 | Seal Coat with Nanotechnology Providing and laying seal coat Type C using VG-10 bitumen @ 6.50 Kg/10 sqm sealing the voids in a bituminous surface with 0.1% organosilane added to the biumen binder, laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 9 | ||
42 | 9.01 | Gola-Bakeyganj Road To Kopwa | 9.01 | ||
43 | 9.02 | LM Road To Gangapur Grant | 9.02 | 6693.75 | Sqm |
44 | 9.03 | Bijua-Gola Road To Larenganj | 9.03 | ||
45 | 9.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 9.04 | ||
46 | 10 | Providing and Laying of Interlocking Concrete Block Pavements 80 mm thick mechanically cpmpressed inter locking C.C. paver blocks manufactured by high pressure & controlled vibration machine required shape with minimum 5 mm toping of O.P. cement mix with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 30 MPa . | 10 | ||
47 | 10.01 | Gola-Bakeyganj Road To Kopwa | 10.01 | ||
48 | 10.02 | LM Road To Gangapur Grant | 10.02 | ||
49 | 10.03 | Bijua-Gola Road To Larenganj | 10.03 | ||
50 | 10.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 10.04 | ||
51 | 11 | First class brick work in cement mortar 1:3 in foundation, plinth etc including supply of all material, labour & T&P required for proper completion of work. | 11 | ||
52 | 11.01 | Gola-Bakeyganj Road To Kopwa | 11.01 | 0.1 | Cum |
53 | 11.02 | LM Road To Gangapur Grant | 11.02 | 0.09 | Cum |
54 | 11.03 | Bijua-Gola Road To Larenganj | 11.03 | 0.09 | Cum |
55 | 11.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 11.04 | 0.1 | Cum |
56 | 12 | Painting writing, lettering, etc on ,village, Maintennance board , hecto meter, kilometer stones, and white washing / colour washing on parapet walls of culverts etc. | 12 | ||
57 | 12.01 | Gola-Bakeyganj Road To Kopwa | 12.01 | 0.8 | KM |
58 | 12.02 | LM Road To Gangapur Grant | 12.02 | 1.7 | KM |
59 | 12.03 | Bijua-Gola Road To Larenganj | 12.03 | 0.92 | KM |
60 | 12.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 12.04 | 5 | KM |
61 | 13 | Kilometer stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 13 | ||
62 | 13.01 | Gola-Bakeyganj Road To Kopwa | 13.01 | 1 | Nos |
63 | 13.02 | LM Road To Gangapur Grant | 13.02 | 1 | Nos |
64 | 13.03 | Bijua-Gola Road To Larenganj | 13.03 | 1 | Nos |
65 | 13.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 13.04 | 1 | Nos |
66 | 14 | Hectometer stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 14 | ||
67 | 14.01 | Gola-Bakeyganj Road To Kopwa | 14.01 | 2 | Nos |
68 | 14.02 | LM Road To Gangapur Grant | 14.02 | 5 | Nos |
69 | 14.03 | Bijua-Gola Road To Larenganj | 14.03 | 2 | Nos |
70 | 14.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 14.04 | 9 | Nos |
71 | 15 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 15 | ||
72 | 15.01 | Gola-Bakeyganj Road To Kopwa | 15.01 | ||
73 | 15.02 | LM Road To Gangapur Grant | 15.02 | ||
74 | 15.03 | Bijua-Gola Road To Larenganj | 15.03 | ||
75 | 15.04 | LMP To Aliganj (Ch. 0.000 To 5.000) | 15.04 |
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