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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-Finance | ₹7.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹7.5 Cr+₹2.6 L (0.35%)Accepted-Finance DISTT JALORE | JALORE | ₹7.5 Cr+₹2.6 L (0.35%) | L2 | Accepted-Finance L2 |
| 3 | L3₹7.6 Cr+₹10.1 L (1.35%)Accepted-Finance AA CLASS NEAR DUDI PETROL PUMP GAJNER ROAD BIKANER RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | ₹7.6 Cr+₹10.1 L (1.35%) | L3 | Accepted-Finance L3 |
| 4 | L4₹7.7 Cr+₹21.0 L (2.79%)Accepted-Finance 2 442 2 442 VIRAM KHAND GOMTI NAGAR GOMTI NAGAR LUCKNOW UTTAR PRADESH 226010 | LUCKNOW | UTTAR PRADESH | 226010 | ₹7.7 Cr+₹21.0 L (2.79%) | L4 | Accepted-Finance L4 |
| 5 | L5₹8.2 Cr+₹71.0 L (9.44%)Accepted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | ₹8.2 Cr+₹71.0 L (9.44%) | L5 | Accepted-Finance L5 |
Tender Value
₹11.9 Cr
EMD Value
₹23.9 L
Closing Date
20 Jul 2020, 12:00 pmClosed
Addl. Chief Engineer, PWD Zone Jodhpur
Addl. Chief Engineer, PWD Zone Jodhpur
Upgradation of Rural Roads in District Jodhpur under PMGSY-III (Batch-I), WB RRP-II. Package No. RJ21/P3/2019/05
2020_CERJ_95036_22
NIT No.02/2020-21 of ACE PWD Zone Jodhpur
National Competitive Bid
Civil Works - Roads
Item Rate
300 days
Jodhpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Additional Chief Engineer, PWD Zone Jodhpur
₹23.9 L
Addl. Chief Engineer, PWD Zone Jodhpur
15 Aug 2020
21 Jun 2020
20 Jul 2020
21 Jun 2020
20 Jul 2020
21 Jun 2020
22 Jun 2020
Amount
PART- A : EARTH WORK
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of non-thorny jungle
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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 MoRD Specification Clause 301.5
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART - 'B' : GSB & W.B.M. WORK
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART - C : B.T. WORK
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008
Thabukara Gangani Birai Km 0/0 to 14/0
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) Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.3 @ 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)
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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 Type B Bitumen (VG-30).
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART- D : ROAD FURNISHING
Cut stone kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
5th Kilometre Stone (precast)
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Ordinary Kilometer Stone
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
200 m stone
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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, 600 mm equilateral triangle
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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 as per MORD specifications 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 MoRD Specification Clause 1701 with size more than 0.9 sqm size board
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART- E : CD Work (DRAIN WORK)
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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 10 Nominal mix 1:3:6.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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, 50 mm thick
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 601 to 1000 mm Stone Patty drain cover size 1500mm x 600mm x 150mm
Thabukara Gangani Birai Km 0/0 to 14/0
Part- F : C.D. WORK (PIPE CULVERT 1000MM DIA)
Earthwork in excavation for structures as per drawing and technical 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 in ordinary soil, upto 3 m depth.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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, 50 mm thick
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 1000 mm dia
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
PART (F) : CEMENT CONCRETE PAVEMENT
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 10 Nominal mix 1:3:6
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base with full thickness of the concrete pavement for its confinement and protection. curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing and Laying of Interlocking M-40 grade Concrete Block Pavements having thickness 80 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART- G : PROTECTION WALL
Earthwork in excavation for structures as per drawing and technical 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.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10Nominal mix 1:3:6.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In cement mortar 1:4
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
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, 50 mm thick
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204, Flush and Rulled Type.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 300 mm dia
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
PART H : Others (Foundation/ Inugaration)
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.
Bhawad Phanta to Bhawad Village Km. 0/0 to 5/00
Thabukara Gangani Birai Km 0/0 to 14/0
Annual maintenance charge on prorata basis as per fixed percentage basis
1st Year : 0.68%
2nd Year : 0.87%
3rd Year : 1.12%
4th Year : 1.31%
5th Year : 1.52%
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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