Public Works Department Tender
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Costs
EMD
₹ 1,18,233Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEPWD_53676_1Bid Award Id
ViewTender No
68/NIT/SE-III/R/ 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 1.50 m x 0.60 m x 0.6 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with mixed class brick bats, all loose ends to be securely tied with 4 mm galvanised steel wire. as per drawing and MoRT&H Technical specifications clause 2503.3.
146.88
913260
6217.73
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Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification
2794
127127
45.5
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Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. A) Driven at least 900 mm below ground and 1200 mm above ground on average
72
82756
1149.4
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Providing of third class local wood piles dressed to heart wood and making shoes with end tappered upto 750 mm
from the bottom of the pile, marking of length with chisel in metre and part of a metre run from the bottom of the piles, applying coal tar after verification and approval of the piles and stacking at the work site as per Specification.
i. 250 mm dia to 300 mm dia piles
129.6
199752
1541.3
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Handling and driving of 3rd class local wood piles with 1/2 ton monkey upto refusal as per Specification.
i. 250 mm dia to 300 mm dia piles
64.8
97362
1502.5
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Providing and fitting fixing of joist runner, wheel guards,rail post, struts, railings, bracings of piles, including hoisting and placing in position with necessary nails and spikes and finally fitted with nuts & bolts as per design and drawings, including applying of coal tar of minimum two coats on all sides of new wood work complete (payment for nuts & bolts is to be made separately) as per the as per Specification.
B.Karai Wood
0.96
51792
53950.4
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Providing bitumen drum sheet in walling/palasiding work fixed with nails in position as per direction of the Engineer-in-charge.
45.9
22876
498.4
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Construction of Toe Walls for protection of slopes as per Drawing and MoRD technical specification Clauses 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement). I. Cement concrete grade M10 (using jhama brick aggregates) in case of concrete block pitching. i) Nominal Mixing 1:3:6
282.08
2781184
9859.56
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Flat Brick Soling. Providing and laying flat brick soling layer on prepared subgrade according,filling joints with Earth free from clay with a plasticity index not execeding 6,watering and rolling the same with three whecled road roller 80-100 Km as per MoRD Technical Specifical Clause 412
217.25
130226
599.43
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Brick edging laid lengthwise: Providing and laying brick edging laid lengthwise on prepared subgrade according to lines,grades and croo-secrion shown on the drawing,filling joints with earth,free from clay with a plasticity index not exceeding 6,watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
73
6499
89.03
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Supply of mixed class brick bats laying the same in road depressions and stretches including spreading one layer of binding materials to make it good to proper grade and camber as per direction of the Engineer-in-charge.
25.62
86248
3366.45
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Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification clauses of section 309.
772
27946
36.2
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Tack Coat using hot straight run Bitumen of Grade VG-30 on Bituminous surface Providing and applying tack coat using hot straight run Bitumen of Grade VG-30, including heating the Bitumen, spraying the bitumen,cleaning and preparing the existing road surface as per specifications: on bituminous surface @ 0.50 Kg/Sqm.
581.25
24191
41.62
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20mm thick open –graded premix carpet using Bituminous (penetration grade / Modified bitumen) binder.
Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508. Case-II : By Manual Means.
ii) Bitumen (60/70 Grade) VG-30
581.25
201170
346.1
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Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification clauses 510. By Mechanical Means. Case-IIl Type C :
ii) Bitumen (60/70 Grade) VG-30
581.25
46128
79.36
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Maintenance of bituminous surface road Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.m.
6.04
110972
18373
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Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 nm as per MoRD technical specification Clause 1903
1980
91674
46.3
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Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement). VI. RCC grade M 25 i) upto 5 m height
4.38
56041
12794.82
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Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substru-cture complete as per drawings & MoRD technical specification Clauses 1000 & 1202.
1.1
101066
91878.36
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