Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction Of Non Patchable/missing Link Roads In Constituency Todabhim Under Package No Rj-22-06/np/ml/2025-26 in Karauli, Rajasthan, with an estimated contract value of Rs. 3,65,21,000. The bid opening date for this tender is 07-06-2025 and the last date for bid submission is 23-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 7,30,420Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_477276_2Tender No
NIT No. 09/2025-26 ACE PWD Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
1.12
12513
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
0.4
12513
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
1.15
12513
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
3
12513
-
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Construction of Embankment with Material Obtained from Borrow Pits.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
-
-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
1800
58
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
840
58
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
2520
58
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
540
58
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
5533.2
58
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
12000
58
-
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Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11
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-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
210
31
-
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202
By Mechanical Means
Bituminous Courses & Granular Courses
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
42
100
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
7.5
100
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
18
100
-
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.
For Grading-III Material
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
465
450
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
846
450
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
630
450
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
505.75
450
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
645
450
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
4278.6
450
-
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means..
For Grading-III Material
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-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
1332.248
845
-
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Water Bound Macadam Sub-base/base with Stone Screening
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken AggregateBy Mechanical Means
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-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
225
1016
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
604.6875
1016
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
1018.40625
1016
-
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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate.
By Mechanical Means
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
243.5625
1093
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
225
1093
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
247.5
1093
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
604.6875
1093
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
1018.40625
1093
-
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PART - B - BT WORK Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
3435
31
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
3000
31
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
1500
31
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
8062.5
31
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
13312.5
31
-
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
375
9
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
9000
9
-
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
3060
11
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
3000
11
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
1500
11
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
8062.5
11
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
13312.5
11
-
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Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
280.5
6613
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
535.5
6613
-
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20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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 of either Type A or Type B or Type C as per MoRTH Specification Clause 510.
Case - II By Mechanical Means.
Bitumen (VG-30)
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-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
6885
135
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
3000
135
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
10710
135
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
8062.5
135
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
13312.5
135
-
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.
By Mechanical Means.
Case - II : Type B
Bitumen (VG-30)
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
6885
44
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
3000
44
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
10710
44
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
8062.5
44
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
13312.5
44
-
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PART - C- C.C. PAVEMENT
Granular Sub-Base with Close Graded Material (Table:- 400-1)
Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means..
For Grading-III Material
-
-
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
91.125
845
-
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.
For Grading-III Material
-
-
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
67.5
450
-
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Dry Lean Cement Concrete
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
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-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
235.125
2715
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
58.5
2715
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
179.01
2715
-
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)
-
-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
112.5
5500
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
477.63
5500
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
84.38
5500
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
263.25
5500
-
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Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.
-
-
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
150
77
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
50
77
-
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PART - D - ROAD FURNITURE
Kilometre 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 MoRTH Specification Clause 801
Ordinary Kilometer Stone (Precast)
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
3
1738
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
1
1738
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
3
1738
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
1
1738
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
3
1738
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
5
1738
-
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Kilometre 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 MoRTH Specification Clause 801
200 m stone (precast)
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
8
407
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
4
407
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
12
407
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
4
407
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
9
407
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
16
407
-
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.
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-
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
1
9847
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
1
9847
-
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Direction and Place Identification signs with size more than 0.9 sqm size board
Semi-Reflective Traffic signs
Direction and place identification signs more than 0.90 sqm sign board
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board
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-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
4
3470
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
2
3470
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
3
3470
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
2
3470
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
2
3470
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
6
3470
-
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Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications.
900 mm equilateral triangle
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-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
4
1740
-
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Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.
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-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
1
9069
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
1
9069
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
1
9069
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
1
9069
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
1
9069
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
1
9069
-
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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
-
-
-
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SH-25 to A/R to Rajpur Km. 0/0 to 2/0
402
500
-
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Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
172
500
-
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Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
490
500
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
414
500
-
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Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
808
500
-
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Supply & Fixing of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long.
-
-
-
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Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
2
2140
-
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
-
-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
1
10605
-
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PART-E- C.D. WORK HUME PIPE CULVERT (2 ROW X 1000 mm )
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil.
Upto 3 m depth
-
-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
24.61
178
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
P.C.C grade M 10.
Nominal mix 1:3:6
-
-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
40.49
3091
-
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.
Random Rubble Masonry
In 1:6 cement mortar
-
-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
30.04
2480
-
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6
50 mm thick
-
-
-
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Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
6.4
246
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.
1000 mm dia
-
-
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
25
4643
-
... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200
-
-
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
20
85
-
... More
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
19.2
150
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
-
-
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
16
74
-
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2
-
-
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
6.72
800
-
... More
PART-F- (BOX CULVERT 1.50x1.50mtr) Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil.
Upto 3 m depth
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
142.8
178
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
P.C.C grade M 10.
Nominal mix 1:3:6
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
30.3
3091
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.
Random Rubble Masonry.
In 1:4 cement mortar
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
132.36
2994
-
... More
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications
Size 1.50 M x 1.50 M
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
24
23061
-
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6
50 mm thick
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
11.2
246
-
... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200
-
-
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
47.6
85
-
... More
PART-G-C.D. WORK (Syphone) Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil.
Upto 3 m depth
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
84.6
178
-
... More
Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
42.3
178
-
... More
Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
126.9
178
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
42.3
178
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
105.75
178
-
... More
Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
211.5
178
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
P.C.C grade M 10.
Nominal mix 1:3:6
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
15.174
3091
-
... More
Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
7.587
3091
-
... More
Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
22.761
3091
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
18.9675
3091
-
... More
Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
37.935
3091
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
40
736
-
... More
Khidarpur-Sop Main Chhilaki to Main Road Bada-Pichanot Km. 0/0 to 0/500
25
736
-
... More
Kunjela to Sop-Lahawad Road Km. 0/0 to 3/0
60
736
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
25
736
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
62.5
736
-
... More
Missing Link Road Lahawad to Badagaon Km. 0/0 to 3/0
100
736
-
... More
PART-H- PROTECTION WALL
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil.
Upto 3 m depth
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
66.24
178
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
93.6
178
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
194.4
178
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
P.C.C grade M 10.
Nominal mix 1:3:6
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
11.04
3091
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
15.6
3091
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
32.4
3091
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.
Random Rubble Masonry
In 1:6 cement mortar
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
117.3
2480
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
165.75
2480
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
364.5
2480
-
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6
50 mm thick
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
18.4
246
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
26
246
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
54
246
-
... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
115
85
-
... More
Ghatwasan Mataji Mandir Road Km. 0/0 to 1/0
162.5
85
-
... More
Missing Link Road Dalpura Border to Baldevpura Km. 0/0 to 2/300
337.5
85
-
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
-
-
-
... More
SH-25 to A/R to Rajpur Km. 0/0 to 2/0
150
74
-
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