Tender For Construction Of Various Missing Link Roads Under Pacakage No Rj-15- 03/New/Srf/Rr/22-23
Tender Value
3.92 Crore
Estimated cost
Bid Submission
10 Feb 2023
0 days left
EMD
7.85 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nohar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Various Missing Link Roads Under Pacakage No Rj-15- 03/New/Srf/Rr/22-23
BOQ
| Sl. No. | Item Description |
| 1 | Construction of road from Phephana to Malekan upto Haryana boarder km0/0 to 5/0 |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means |
| 3 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordInary soil mechanically by power shovel including mechanical loading and carriage upto all lead by tipper/dumper |
| 4 | Add extra over Item are above for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling. Extra for watering the earth to bring the earth upto required O.M.C excluding rolling Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density(Ordinary Proctor test) |
| 5 | Construction of granular sub-base by providing coarse graded material as per Table 400-1, 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH specification clause 401.By mechanical means with all lead For Grading III Material |
| 6 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table 400-9 &400-10 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 screening and binding materials 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) Using Screening Crushable type such as Moorum or Gravel Grading no.1 (63:45 mm) crusher broken |
| 7 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table 400-9 &400-10 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 screening and binding materials 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) Using Screening Crushable type such as Moorum or Gravel Grading no.2 (53-22.4 mm) crusher broken |
| 8 | Collection of well-burnt/ slightly over burnt bricks of minimum strength 100. Kg. Per sq.cm. of size, for soling/ Edging. |
| 9 | Labour charges for laying brick edging up to 23 cm deep and up to 11.5 cm. wide according to approved brick size (to be specified) including digging of trenches, fixing of bricks in position, refilling and disposal of surplus earth etc. complete. |
| 10 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @7.5 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 |
| 11 | Providing and applying tack coat with bitumen emulsion (RS-1) 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 |
| 12 | 20mm thick Open-Graded Premix Carpet using BituminousBinder using plastic waste 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 VG-30 grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including cutting of plastic waste & 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 IRC-SP-98 Specification Clause 508. |
| 13 | 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 hot mix plant and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means).with bitumen VG-30 |
| 14 | Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mmthick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Cautionary sign boards (900mm equilateraltriangle) |
| 15 | Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mmthick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Mandatory sign boards (600mm Circular) |
| 16 | Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mmthick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. Chevron sign boards(600 x 500 mm ractangular) |
| 17 | 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) 5th km stone |
| 18 | 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 Kilometer Stone (Precast) |
| 19 | 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) 200 m stone (precast) |
| 20 | Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC M-15 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 21 | Providing and fixing of reflective Aluminium metal body raised (Imported) road studs (Make Swareflex or equivalent) size 100 x 100 x 19.8 mm having anchor bolt with one shank (length 50mm) and glass panel having 43 piece of special purpose reflective glass elements each side (190 tilted), having reflective values according to ASTM D 4280 & certified as per the standard EN 1463 (Color: White/ Red/ Yellow).The studs shall be fixed to the Road surface at suitable spacing using the adhesive conforming to IS. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission |
| 22 | Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads) |
| 23 | 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 all lead. [MoRTH Specification : Clause 301, 304]. Ordinary Soil |
| 24 | 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, 1500 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 25 | Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 26 | Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 27 | Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level |
| 28 | 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 - 3 600 mm dia |
| 29 | Construction of Missing Link road from Kikrali to Topariya Km 0/0 to 8/0 |
| 30 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In ordInary soil mechanically by power shovel including mechanical loading and carriage upto all lead by tipper/dumper |
| 31 | Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling.Extra for watering the earth to bring the earth upto required O.M.C. Extra for rolling to specification with power roller 8-10 tonne when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Ordinary Proctor test) |
| 32 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 33 | Providing laying spreading and compacting specified graded sand, gravel (crushed graded stone material ) as per Table 400-1, 400-2 or any other coarse 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 with all leadFor Grading VI Material |
| 34 | Construction of granular sub-base by providing coarse graded material as per Table 400-1, 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH specification clause 401.By mechanical means with all leadFor Grading III Material |
| 35 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table 400-9 &400-10 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 screening and binding materials 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 & 112] (by manual means) with all leads (compacted thickness as specified to be measured) Using Stone ScreeningGrading no.1 (63-45mm) crusher broken with stone screening Type B |
| 36 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table 400-9 &400-10 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 screening and binding materials 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 & 112] (by manual means) with all leads (compacted thickness as specified to be measured) Using Stone Screening Grading no. 2 (53-22.4 mm) crusher broken with stone screening Type B |
| 37 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 7.50 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. |
| 38 | Providing and applying tack coat with bitumen grade (VG-30) 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 |
| 39 | Providing and laying open graded premix surfacing/ carpet 20mm 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 all lead for mixmaterial. (MoRTH Specification : Clause 510 &112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means). with bitumen VG-30 |
| 40 | 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 hot mix plant and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511]In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means).with bitumen VG-30 |
| 41 | Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category \"B\" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc.as per manufacturer\"s specifications and direction of Engineer-in-charge. Providing and laying of interlocking concrete block (M-30 Grade) pavements as per IRC:SP:63 having thickness 80mm as per drawing and technical specifications. |
| 42 | 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 |
| 43 | 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, 1500 & 1700 P.C.C. 1:4:8 mix with stone aggragate 40 mm hand broken |
| 44 | 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 - 3 600 mm dia |
| 45 | Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 46 | Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level |
| 47 | Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 48 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803 |
| 49 | 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 |
| 50 | Supplying Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 75x75x6 mm 3 meter long with hold fasts, stove enameled paint and letters & symbols in stove enamel paint complete with size more than 0.9 sqm size board: |
| 51 | Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. NP-2 RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 3 : 6 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete.For double post |
| 52 | Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation of M15 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. |
| 53 | Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads) |
| 54 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids complete as per IRC specifications 3.70 meter wide and 10 cm high for general traffic |
| 55 | Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mmthick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. Cautionary sign boards (600mm equilateraltriangle) |
| 56 | Construction offoundation/ Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone ofsize 0.90m x 0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge |
AI Tender Summary
Tender Timeline
Jan 23, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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