2Nd Call Cha76 1. Mdr-28 To Bhattijam Road Lr-30 Vr-51 Ta. Sawali 2. Mdr-30 To Sawangi Dixit Road Lr-45Vr-0809 ) Ta. Sawali 2Nd Call Cha76 1. Mdr-28 To Bhattijam Road Lr-30 Vr-51 Ta. Sawali 2. Mdr-30 To Sawangi Dixit Road Lr-45Vr-0809 ) Ta. Sawa
Tender Value
3.12 Crore
Estimated cost
Bid Submission
18 Jul 2022
0 days left
EMD
1.61 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sawali → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
2Nd Call Cha76 1. Mdr-28 To Bhattijam Road Lr-30 Vr-51 Ta. Sawali 2. Mdr-30 To Sawangi Dixit Road Lr-45Vr-0809 ) Ta. Sawali 2Nd Call Cha76 1. Mdr-28 To Bhattijam Road Lr-30 Vr-51 Ta. Sawali 2. Mdr-30 To Sawangi Dixit Road Lr-45Vr-0809 ) Ta. Sawali
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MORD Technical Specification Clause 201.1) MDR-28 To Bhattijam Road |
| 2 | 2) MDR- 30 To Sawangi Dixit Road |
| 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead and lift as per MORD Technical Specification Clause 301.4.1) MDR-28 To Bhattijam Road |
| 4 | 2) MDR- 30 To Sawangi Dixit Road |
| 5 | Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per MORD Technical Specification Clause 301.4.1. 1) MDR-28 To Bhattijam Road |
| 6 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 all lift & lead as per MORD Technical Specification Clause 302.3 1) MDR-28 To Bhattijam Road |
| 7 | 2) MDR- 30 To Sawangi Dixit Road |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.51) MDR-28 To Bhattijam Road |
| 9 | 2) MDR- 30 To Sawangi Dixit Road |
| 10 | Construction of embankment with approved material obtained from borrow pits with alllead, & lift transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 1) MDR-28 To Bhattijam Road |
| 11 | 2) MDR- 30 To Sawangi Dixit Road |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheelroller to achieve thedesired density, complete. (GSB Grading -2) as per MORD Technical Specification Clause 401.1) MDR-28 To Bhattijam Road |
| 13 | 2) MDR- 30 To Sawangi Dixit Road |
| 14 | Water Bound Macadamwith crushable screening) Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,crushable screeningto fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Technical Specification Clause 405. 1) MDR-28 To Bhattijam Road |
| 15 | 2) MDR- 30 To Sawangi Dixit Road |
| 16 | Construction of Earthen Shoulders as per MORD Technical Specification Clause 4071) MDR-28 To Bhattijam Road |
| 17 | 2) MDR- 30 To Sawangi Dixit Road |
| 18 | Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per MORD Technical Specification Clause 506.1) MDR-28 To Bhattijam Road |
| 19 | 2) MDR- 30 To Sawangi Dixit Road |
| 20 | Providing and applying tack coat on the prepared surface heating by flamed in Boiler and spraying bitumen set footed in bitumen boiler on B.T.Sufrace @ 2.50 Kg/10 Sqm (VG-30 bulk bitumen rates are considered to arrive at rates)MORTH Technical Specification clause503.1) MDR-28 To Bhattijam Road |
| 21 | 2) MDR- 30 To Sawangi Dixit Road |
| 22 | 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 by paver finisher 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 Type A or Type B or Type C as per MORD Technical Specification Clause 506. (PMC Without Waste Plastic) 1) MDR-28 To Bhattijam Road |
| 23 | 2) MDR- 30 To Sawangi Dixit Road |
| 24 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B ( By Paver Finisher ) , as per MORD Technical Specification Clause 5081) MDR-28 To Bhattijam Road |
| 25 | 2) MDR- 30 To Sawangi Dixit Road |
| 26 | Reinforced cement concrete M-15 gradeKilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing andMORD Technical Specification Clause 1703. 1) MDR-28 To Bhattijam Road |
| 27 | 2) MDR- 30 To Sawangi Dixit Road |
| 28 | Reinforced cement concrete M-15 grade 200m Stoneof standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing andMORD Technical Specification Clause 1703.1) MDR-28 To Bhattijam Road |
| 29 | 2) MDR- 30 To Sawangi Dixit Road |
| 30 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing andMORD Technical Specification Clause 1704.1) MDR-28 To Bhattijam Road |
| 31 | 2) MDR- 30 To Sawangi Dixit Road |
| 32 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MORD Technical Specification Clause 17021) MDR-28 To Bhattijam Road |
| 33 | 2) MDR- 30 To Sawangi Dixit Road |
| 34 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.MORD Technical Specification Clause1701.2.51) MDR-28 To Bhattijam Road |
| 35 | 2) MDR- 30 To Sawangi Dixit Road |
| 36 | Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 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(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.MORD Technical Specification Clause 1701Village NameBoard 1) MDR-28 To Bhattijam Road |
| 37 | 600mm Equilatral Triangle1) MDR-28 To Bhattijam Road |
| 38 | Village NameBoard2) MDR- 30 To Sawangi Dixit Road |
| 39 | 600mm Equilatral Triangle2) MDR- 30 To Sawangi Dixit Road |
| 40 | MMGSY Citizen\" s information Board- Providing and fixing of typicalMMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.MORD Technical Specification Clause 1701.2.5 1) MDR-28 To Bhattijam Road |
| 41 | 2) MDR- 30 To Sawangi Dixit Road |
| 42 | Providing and laying pitching on slopes laid over prepared filter media as per drawing MORD technical specifications clause 13021) MDR-28 To Bhattijam Road |
| 43 | Construction ofun-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,edges, 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,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 MORD Technical Specification Clause 1501 (excluding dowel bars and Including Polythene sheet)1) MDR-28 To Bhattijam Road |
| 44 | 2) MDR- 30 To Sawangi Dixit Road |
| 45 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and leadas per MORD Technical Specification Clause 202.1) MDR-28 To Bhattijam Road |
| 46 | 2) MDR- 30 To Sawangi Dixit Road |
| 47 | Removing all types of Hume pipes and stacking with all lead and lift including Earthwork and Dismantalling of Masnory Works as per MORD Technical Specification Clause 202(Above 900mm Ø Hume Pipe )1) MDR-28 To Bhattijam Road |
| 48 | 2) MDR- 30 To Sawangi Dixit Road |
| 49 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material MORD Technical Specification Clause 1101.4 and 3051) MDR-28 To Bhattijam Road |
| 50 | ll) Ordinary rock (not requiring blasting)1) MDR-28 To Bhattijam Road |
| 51 | III) Hard rock (blasting Prohibvited)1) MDR-28 To Bhattijam Road |
| 52 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material MORD Technical Specification Clause 1101.4 and 3052) MDR- 30 To Sawangi Dixit Road |
| 53 | Providing rubble filling in foundation trenches as per drawing & MORD Technical SpecificationClause 305.3.9 1) MDR-28 To Bhattijam Road |
| 54 | 2) MDR- 30 To Sawangi Dixit Road |
| 55 | Providing & laying concrete for plain cement concrete M-10in open foundations complete as per drawings and MORD Technical Specification Clauses From 801 To 8161) MDR-28 To Bhattijam Road |
| 56 | 2) MDR- 30 To Sawangi Dixit Road |
| 57 | Providing & laying Plain/reinforced cement concrete Grade M-15 in substructure complete as per drawings and MORD technical specifications ClauseFrom 801 To 8161) MDR-28 To Bhattijam Road |
| 58 | 2) MDR- 30 To Sawangi Dixit Road |
| 59 | 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 As per MORD Technical Specification Clause 1101. (1000MM Ø C.D. WORK)1) MDR-28 To Bhattijam Road |
| 60 | 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 As per MORD Technical Specification Clause 1101. (800MM Ø C.D. WORK)1) MDR-28 To Bhattijam Road |
| 61 | 2) MDR- 30 To Sawangi Dixit Road |
| 62 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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 as per. MORD Technical SpecificationClause 1101. (600MM Ø Pipe ) 1) MDR-28 To Bhattijam Road |
| 63 | 2) MDR- 30 To Sawangi Dixit Road |
| 64 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.MORD Technical SpecificationClause 1101. (300MM Ø Pipe ) |
| 65 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.) For raft with cut off in sandy strata as per. MORD Technical SpecificationClause 305.3.5. 1) For Abutment1) MDR-28 To Bhattijam Road |
| 66 | 2) For Pier1) MDR-28 To Bhattijam Road |
| 67 | 3) For Return1) MDR-28 To Bhattijam Road |
| 68 | Providing & placing concrete for plain cement concrete M-20 (1:1.5:3) in open foundations complete as per drawing andMORD technical specification ClausesFrom 801 To 8161) MDR-28 To Bhattijam Road |
| 69 | Providing & layingPlain/reinforced cement concrete in substructure complete as per drawings and MORD technical specification ClausesFrom 801 To 816RCC Grade M-20 1) MDR-28 To Bhattijam Road |
| 70 | Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc ) MORD technical specification ClausesFrom 801 To 817 I) RCC Grade M-251) MDR-28 To Bhattijam Road |
| 71 | Providing and laying reinforced cement concrete M-25in superstructure as per drawing and MORD technical specification ClausesFrom 801 To 816 I) RCC Grade M-251) MDR-28 To Bhattijam Road |
| 72 | Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and MORDtechnical specifications Clause1404 1) MDR-28 To Bhattijam Road |
| 73 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614,1206.61) MDR-28 To Bhattijam Road |
| 74 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and MORD technical specifications Clause 1706 1) MDR-28 To Bhattijam Road |
| 75 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and MORD technical specifications Clauses 10011) MDR-28 To Bhattijam Road |
| 76 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MORD technical specifications Clauses 1001 1) MDR-28 To Bhattijam Road |
| 77 | Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad . MORD Technical Specification Clause 1403. 1) MDR-28 To Bhattijam Road |
| 78 | Providing Tar paper bearing of approved quality in proper size etc. complete (AS DIRECTED BY ENGINEER. IN CHARGE )1) MDR-28 To Bhattijam Road |
| 79 | Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. MORD technical specifications Clause 13021) MDR-28 To Bhattijam Road |
| 80 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MORD technical specification Clause 12001) MDR-28 To Bhattijam Road |
| 81 | Providing and fixing Granite / Marble tablet of15mm to 18mmthickness ,including making groove in wall / concrete surfacefilling joints with slurry, curing, polishing, rounding edges, as required cleaning etc.complete.of size and description as per detailed drawings including embosseing & fitting in1:2 C.M. border.(AS DIRECTED BY ENGINEER. IN CHARGE ) 1) MDR-28 To Bhattijam Road |
| 82 | White washing two coats for brickwork including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 19151) MDR-28 To Bhattijam Road |
| 83 | 2) MDR- 30 To Sawangi Dixit Road |
| 84 | Cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD technical specification clause 2011) MDR-28 To Bhattijam Road |
| 85 | 2) MDR- 30 To Sawangi Dixit Road |
| 86 | Road Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings MORTH Technical specification Clause 8061) MDR-28 To Bhattijam Road |
| 87 | 2) MDR- 30 To Sawangi Dixit Road |
| 88 | Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.1) MDR-28 To Bhattijam Road |
| 89 | 2) MDR- 30 To Sawangi Dixit Road |
| 90 | Providing Speed Breaker(AS DIRECTED BY ENGINEER. IN CHARGE )1) MDR-28 To Bhattijam Road |
| 91 | 2) MDR- 30 To Sawangi Dixit Road |
AI Tender Summary
Tender Timeline
Jul 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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