Public Works Department Tender
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Costs
EMD
₹ 5,85,760Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_CEPWD_184492_1Bid Award Id
ViewTender No
NIT No. 01/2020-21/Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
A/R to Manchi
0.68
-
-
A/R to Deeppura
0.24
-
-
Makanpur to Mohanpur
1.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
0.45
-
-
Total
4.96
-
12018
Striping excess soil from the shoulder surface including disposal of excess earth side slopes to achieve the approved level and compacting with plate compactor upto 75mm average depth complete as per MoRTH specification clause 3003
-
-
-
A/R to Deeppura
1800
-
17
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 1000 m as per Technical Specification Clause 301.5 with lead upto - 50mtr
-
-
-
Masalpur Kheda road to Badapura Dimanpura
2871
-
-
A/R to Narayana
3281
-
-
A/R to Manchi
1635
-
-
Makanpur to Mohanpur
2508
-
-
NH-11B to Petoli Km 0/0 to 1/500
1005
-
-
Total
11300
-
47
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
-
-
-
Masalpur Kheda road to Badapura Dimanpura
5100
-
-
A/R to Narayana
4669.5
-
-
A/R to Manchi
7500
-
-
A/R to Deeppura
937.5
-
-
Makanpur to Mohanpur
4837.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
750
-
-
Total
23794.5
-
15
Removal of unservicable soil including excavation, loading and disposal upto 1000 m lead. Hard Soil, GSB, Stone, Boulders etc.
-
-
-
NH-11B to Petoli Km 0/0 to 1/500
225
-
75
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling stone masonry Dry rubble masonry
-
-
-
Masalpur Kheda road to Badapura Dimanpura
270
-
137
Providing, laying, spreading and compacting specified graded Crushed aggregates as granular sub base course as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR, including premixing the material at OMC in mechanical mixer(Pug mill), 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, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.
-
-
-
Masalpur Kheda road to Badapura Dimanpura
490
-
-
A/R to Narayana
1207
-
-
A/R to Manchi
487
-
-
A/R to Deeppura
231
-
-
Makanpur to Mohanpur
1070
-
-
NH-11B to Petoli Km 0/0 to 1/500
369
-
-
Total
3854
-
690
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken
-
-
-
Masalpur Kheda road to Badapura Dimanpura
140.63
-
-
A/R to Narayana
394.36
-
-
A/R to Manchi
136.31
-
-
A/R to Deeppura
141.47
-
-
Makanpur to Mohanpur
438.75
-
-
NH-11B to Petoli Km 0/0 to 1/500
168.75
-
-
Total
1420.27
-
1193
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken
-
-
-
Masalpur Kheda road to Badapura Dimanpura
787.5
-
-
A/R to Narayana
942.19
-
-
A/R to Manchi
309.38
-
-
Makanpur to Mohanpur
1209.38
-
-
NH-11B to Petoli Km 0/0 to 1/500
220.78
-
-
Total
3469.22
-
1253
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112
-
-
-
Masalpur Kheda road to Badapura Dimanpura
10710
-
-
A/R to Narayana
12562.5
-
-
A/R to Manchi
4303.13
-
-
Makanpur to Mohanpur
16447.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
2295
-
-
Total
46318.13
-
22
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112
-
-
-
Masalpur Kheda road to Badapura Dimanpura
10710
-
-
A/R to Narayana
12813.75
-
-
A/R to Manchi
4303.13
-
-
Makanpur to Mohanpur
16447.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
5355
-
-
Total
49629.38
-
8.55
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.with bitumen grade VG-30 Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Bitumenous Surface Course @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications)
-
-
-
Masalpur Kheda road to Badapura Dimanpura
10710
-
-
A/R to Narayana
12813.75
-
-
A/R to Manchi
4303.13
-
-
Makanpur to Mohanpur
16447.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
5355
-
-
Total
49629.38
-
102.5
Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead with bitumen grade VG-30
-
-
-
Masalpur Kheda road to Badapura Dimanpura
10710
-
-
A/R to Narayana
12813.75
-
-
A/R to Manchi
4303.13
-
-
Makanpur to Mohanpur
16447.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
5355
-
-
Total
49629.38
-
32
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 0.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
-
-
-
Masalpur Kheda road to Badapura Dimanpura
375
-
-
A/R to Narayana
337.5
-
-
A/R to Manchi
300
-
-
A/R to Deeppura
412.5
-
-
Makanpur to Mohanpur
525
-
-
NH-11B to Petoli Km 0/0 to 1/500
75
-
-
Total
2025
-
5178
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP -3 (Single Row) 300 mm dia
-
-
-
Masalpur Kheda road to Badapura Dimanpura
30
-
-
A/R to Manchi
22.5
-
-
A/R to Deeppura
22.5
-
-
Makanpur to Mohanpur
22.5
-
-
NH-11B to Petoli Km 0/0 to 1/500
15
-
-
Total
112.5
-
414
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm 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 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 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
-
-
-
Masalpur Kheda road to Badapura Dimanpura
1
-
-
A/R to Narayana
1
-
-
A/R to Manchi
1
-
-
A/R to Deeppura
1
-
-
Makanpur to Mohanpur
1
-
-
NH-11B to Petoli Km 0/0 to 1/500
1
-
-
Total
6
-
10876
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :900 x 600 mm
-
-
-
Masalpur Kheda road to Badapura Dimanpura
1
-
-
A/R to Narayana
1
-
-
A/R to Manchi
1
-
-
Makanpur to Mohanpur
3
-
-
NH-11B to Petoli Km 0/0 to 1/500
1
-
-
Total
7
-
2357
Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
-
-
-
Masalpur Kheda road to Badapura Dimanpura
2
-
-
A/R to Narayana
2
-
-
A/R to Manchi
2
-
-
A/R to Deeppura
2
-
-
Makanpur to Mohanpur
4
-
-
Total
12
-
2133
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)
-
-
-
Ordinary km stone for NH
-
-
-
Masalpur Kheda road to Badapura Dimanpura
4
-
-
A/R to Narayana
5
-
-
A/R to Manchi
3
-
-
A/R to Deeppura
2
-
-
Makanpur to Mohanpur
5
-
-
NH-11B to Petoli Km 0/0 to 1/500
2
-
-
Total
21
-
1134
200 m stone
-
-
-
Masalpur Kheda road to Badapura Dimanpura
13
-
-
A/R to Narayana
16
-
-
A/R to Manchi
7
-
-
A/R to Deeppura
3
-
-
Makanpur to Mohanpur
15
-
-
NH-11B to Petoli Km 0/0 to 1/500
6
-
-
Total
60
-
324
PART-B CD work Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
Masalpur Kheda road to Badapura Dimanpura
22.95
-
-
A/R to Narayana
30.24
-
-
NH-11B to Petoli Km 0/0 to 1/500
101.25
-
-
Total
154.44
-
113
Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
Masalpur Kheda road to Badapura Dimanpura
2.3
-
-
A/R to Narayana
5.04
-
-
NH-11B to Petoli Km 0/0 to 1/500
20.25
-
-
Total
27.59
-
2950
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in cement mortar 1:4
-
-
-
Masalpur Kheda road to Badapura Dimanpura
19.13
-
-
A/R to Narayana
40.95
-
-
NH-11B to Petoli Km 0/0 to 1/500
136.5
-
-
Total
196.58
-
2950
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Masalpur Kheda road to Badapura Dimanpura
15.3
-
-
A/R to Narayana
25.2
-
-
NH-11B to Petoli Km 0/0 to 1/500
70
-
-
Total
110.5
-
104
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 75 mm thick
-
-
-
Masalpur Kheda road to Badapura Dimanpura
6.8
-
-
A/R to Narayana
11.2
-
-
NH-11B to Petoli Km 0/0 to 1/500
40
-
-
Total
58
-
381
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