Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 May 2018
Closing Date30 May 2018
Tender Amount₹ 2,90,04,000
Costs
EMD
₹ 5,80,080Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_63493_1Bid Award Id
ViewTender No
Short Term NIT No. 03/PMGSY-I (Batch-I)/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
0.47
5773
12389
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
8955
304470
34
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
11520
391680
34
Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
8055
201375
25
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
900
31500
35
Part "B"- WBM & HARD SHOULDER WORK
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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.
For Grading III Material
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
239.44
124748
521
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
790.13
411657
521
WBM Grading 3 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
By Manual Means
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
105.19
131697
1252
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
321.75
402831
1252
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202.
By Manual Means
Bituminous Courses
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
56
23464
419
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
172
72068
419
Part "C"- B.T. WORK
-
-
-
Low porosity
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
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1402.5
58905
42
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
80
3360
42
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 MoRD Specification Clause 503.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1402.5
21037
15
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
80
1200
15
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 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 MoRD Specification Clause 504. Bitumen (VG-30)
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
70.13
446587
6368
Tack Coat
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.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1402.5
16830
12
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
2925
35100
12
20mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 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)
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1402.5
179520
128
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
259.5
33216
128
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 - III : Type C, Bitumen (VG-30)
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1402.5
67320
48
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
259.5
12456
48
Part "D"- ROAD FURNISHING WORK
-
-
-
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 MoRD Specification Clause 1703.
Ordinary Kilometer Stone (Precast)
-
-
-
Ordinary Kilometer Stone (Precast)
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1
1589
1589
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
1
1589
1589
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 MoRD Specification Clause 1703.
200 m stone (precast)
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1
364
364
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
1
364
364
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 as per Clause 1701.3.9 of MORD for Rural Roads 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 Clause 1701.2.2
900 mm equilateral triangle
Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
2
4086
2043
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
2
4086
2043
Semi-Reflective Traffic signs
Direction and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 MoRD Specification Clause 1701 upto 0.9 sqm size board
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
2.4
6621
2759
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
0.75
2069
2759
Providing and Fixing informatory sign board with Logo of PMGSY Project
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
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1
10822
10822
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
1
10822
10822
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
2
5954
2977
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
2
5954
2977
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD 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 MoRD Specification.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1
8712
8712
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
1
8712
8712
Part "E"- C.C. PAVEMENT
-
-
-
Cement Concrete Pavement
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 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, 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 MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
704
3897344
5536
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
375
2076000
5536
Part "F"- VENTED-FLUSH CAUSEWAY
-
-
-
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
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
2772.45
493496
178
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
1324
235672
178
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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. For Grading III Material
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
138
71898
521
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
80
41680
521
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 & 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 Hand Broken Aggregate
By Manual Means
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
51.75
47868
925
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
30
27750
925
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203. PCC grade M-10 Nominal mix 1:3:6.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
390.93
1379591
3529
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
114.12
402729
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1268.05
4422958
3488
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
672.48
2345610
3488
Providing and laying reinforced cement concrete pipe NP4 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. 1200 mm dia
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
160
931520
5822
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
75
436650
5822
Cement Concrete Pavement
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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
408
2258688
5536
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
192.5
1065680
5536
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
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
140
49840
356
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
80
28480
356
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
10
3860
386
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
10
3860
386
Supply & fixing flood crauge (water gaupe) as per IRC 67 standard 200 cm long fixed on angle iron posts 50 ×50×6 mm 2.6 m long fixed in cement cencrete M-15 mix × size 30×30×60 cm complete including transportation excavation complete
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
4
4320
1080
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
4
4320
1080
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
255
41820
164
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
150
24600
164
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202
-
-
-
Shri Mahaveerji to Todabhim via Nagal-Balghat road (ODR-20) at Km. 14/0
1.25
81337
65070
Nagal-Mahswa road Km. 2/0 (Bhaya Nalaha)
0.85
55309
65070
PART G (Drain 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
294.84
33316
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 & 1700.
P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
72
204984
2847
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20
216
943920
4370
Providing and fixing of reinforced ferro-cement drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. --do--class "A" loading 1000 x 800 mm (150 mm thick)
540
778680
1442
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
1st year
0.15
296771
1978478
2nd year
0.15
381672
2544481
3rd year
0.15
488754
3258364
4th year
0.15
574420
3829470
5th year
0.15
662381
4415874
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