Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERJ_115203_4Bid Award Id
ViewTender No
E-NIT No. 14/2021-22/PMGSYFI/Zone BharatpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
A/R to Amera Ki Guwari
1.16
-
14265
A/R to Gurjar Bhawali
0.4
-
14265
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.
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-
-
A/R to Nishana
2100
-
132
A/R to Khedla
8550
-
132
A/R to Amera Ki Guwari
1856.4
-
132
A/R to Gurjar Bhawali
1227.6
-
132
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 MoRD Specification Clause 401. By Mix in Place Method, For Grading III Material
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-
-
A/R to Nishana
375
-
532
A/R to Khedla
1425
-
532
A/R to Amera Ki Guwari
435
-
532
A/R to Gurjar Bhawali
300
-
532
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 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate. By Manual Means
-
-
-
A/R to Nishana
80.16
-
1207
A/R to Khedla
302.34
-
1207
A/R to Amera Ki Guwari
42.19
-
1207
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 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. WBM Grading 3, By Manual Means
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-
-
A/R to Nishana
140.63
-
1322
A/R to Khedla
281.25
-
1322
A/R to Amera Ki Guwari
112.5
-
1322
A/R to Gurjar Bhawali
253.13
-
1322
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502. Low porosity
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-
-
A/R to Nishana
1312.5
-
49
A/R to Khedla
3750
-
49
A/R to Amera Ki Guwari
1031.25
-
49
A/R to Gurjar Bhawali
3375
-
49
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
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-
-
A/R to Nishana
8437.5
-
9
A/R to Khedla
29625
-
9
A/R to Amera Ki Guwari
9750
-
9
A/R to Gurjar Bhawali
7500
-
9
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 penetration 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 MoRD Specification Clause 508. Case - II By Mechanical Means. Bitumen (VG-30)
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-
-
A/R to Nishana
9000
-
100
A/R to Khedla
32362.5
-
100
A/R to Gurjar Bhawali
7912.5
-
100
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 penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen.Case -II By mechnical means. Bitumen VG-30
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-
-
A/R to Amera Ki Guwari
10725
-
104
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 MoRD Specification Clause 510. By Mechanical Means. Case - II : Type B. Bitumen (VG-30)
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-
-
A/R to Nishana
8437.5
-
36
A/R to Khedla
29625
-
36
A/R to Amera Ki Guwari
9750
-
36
A/R to Gurjar Bhawali
7500
-
36
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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, 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 MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
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-
-
A/R to Nishana
84.38
-
5083
A/R to Khedla
281.25
-
5083
A/R to Amera Ki Guwari
70.31
-
5083
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 MoRD Specification Clause 1703
-
-
-
Ordinary Kilometer Stone (Precast)
-
-
-
A/R to Nishana
2
-
1477
A/R to Khedla
9
-
1477
A/R to Amera Ki Guwari
4
-
1477
A/R to Gurjar Bhawali
2
-
1477
200 m stone (precast)
-
-
-
A/R to Nishana
10
-
337
A/R to Khedla
38
-
337
A/R to Amera Ki Guwari
12
-
337
A/R to Gurjar Bhawali
8
-
337
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
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-
The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700
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-
A/R to Nishana
1
-
12962
A/R to Khedla
2
-
12962
A/R to Amera Ki Guwari
1
-
12962
A/R to Gurjar Bhawali
1
-
12962
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
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-
A/R to Nishana
1
-
13916
A/R to Khedla
2
-
13916
A/R to Amera Ki Guwari
1
-
13916
A/R to Gurjar Bhawali
1
-
13916
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 1106.300mm dia
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-
-
A/R to Nishana
45
-
787
A/R to Khedla
90
-
787
A/R to Amera Ki Guwari
22.5
-
787
A/R to Gurjar Bhawali
22.5
-
787
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 1106.600mm dia
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-
-
A/R to Nishana
7.5
-
1711
A/R to Khedla
22.5
-
1711
A/R to Amera Ki Guwari
7.5
-
1711
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 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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-
-
A/R to Nishana
19.44
-
211
A/R to Khedla
58.5
-
211
A/R to Amera Ki Guwari
16.2
-
211
A/R to Gurjar Bhawali
21.6
-
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M-15, Nominal mix (1:2.5:5)
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-
-
A/R to Nishana
3.24
-
3259
A/R to Khedla
11.7
-
3259
A/R to Amera Ki Guwari
3.24
-
3259
A/R to Gurjar Bhawali
3.6
-
3259
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Coursed rubble masonry (1st sort). In 1:4 cement mortar
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-
-
A/R to Nishana
22.68
-
3226
A/R to Khedla
81.9
-
3226
A/R to Amera Ki Guwari
22.68
-
3226
A/R to Gurjar Bhawali
40.6
-
3226
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11. 75 mm thick
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-
-
A/R to Nishana
7.2
-
319
A/R to Khedla
26
-
319
A/R to Amera Ki Guwari
7.2
-
319
A/R to Gurjar Bhawali
6.4
-
319
Pointing with cement mortar (1:3) on brickwork in parapet as per MoRD specifications Clauses 613.3 and 1208.4
-
-
-
A/R to Nishana
9
-
75
A/R to Khedla
32.5
-
75
A/R to Amera Ki Guwari
9
-
75
A/R to Gurjar Bhawali
8
-
75
Annual maintenance charges on pro rata basis as per fixed amounts
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-
-
For 1st year (0.68%)
17.9
-
7258.5
For 2nd year (0.87%)
17.9
-
9287.6
For 3rd year (1.12%)
17.9
-
11957
For 4th year (1.31%)
17.9
-
13985
For 5th year (1.52%)
17.9
-
16227
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