Department Of Rural Development And Panchayats Tender

BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Chhattisgarh government has posted on its website in a very hassle-free manner.

Department Of Rural Development And Panchayats Tender

Works

Civil And Construction

Gariaband, Chhattisgarh

Opening Date30 Sep 2024

Closing Date15 Oct 2024

Tender Amount₹ 4,92,63,000

Email

Download

Costs

EMD
₹ 9,85,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
159221
Bid Award Id
View
Tender No
159221
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-11.8 MB431861092990139002...4318610929901390026_159221_NIT 973 Tender Document Renewal Maintenance Final.pdf

BOQ-187.4 kB601684055146207978...6016840551462079784_159221_Combined BOQ PKG CG 23M 45.xlsx

Document-2306.8 kB756306390454380430...7563063904543804306_135543_Amendment.pdf

Document-1138.9 kB158843572301810310...1588435723018103103_159177_1278507194557121433_80616_Guidelines to Bidders.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

Quantity9

Rate59634

Amount 6626

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 Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

Quantity17

Rate37298

Amount 2194

(iii) 200 m stone (precast)

Quantity65

Rate30095

Amount 463

Cautionary, mandatory, informatory direction and place identification sign boards.Semi-Reflective Traffic signs upto 0.90 sqm 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 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity32.28

Rate152652

Amount 4729

Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications.For 7.50 M Formation Width

Quantity6

Rate135282

Amount 22547

Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications.For 6.00 M Formation Width

Quantity-

Rate-

Amount 17153

Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.

Quantity820

Rate387040

Amount 472

Wearing Coarse in CC Portion Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity331.31

Rate3011961

Amount 9091

Maintenance of bituminous surface road Repair to pot holes and removal of loose material,trimming of sides, cleaning of surface by providing tack coat ,20 mm thick pre-mix carpet and seal coat type B Specification Clause 1904.2

Quantity4852.74

Rate1285974

Amount 265

Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902

Quantity479.33

Rate103054

Amount 215

Scarifying the existing bituminous/ Granular road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity2137.5

Rate32062

Amount 15

Compacting Original Ground / Existing Embankment. Loosening, Levelling and Compacting original ground/existing embankment/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 Technical Specification Clause 301.4.1.

Quantity-

Rate-

Amount 21

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

Quantity346.28

Rate225078

Amount 650

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Quantity320.63

Rate473883

Amount 1478

Prime Coat 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 Technical Specification Clause 502

Quantity2458.13

Rate105699

Amount 43

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity2201.63

Rate28621

Amount 13

Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) 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 Technical Specification Clause 508.

Quantity2201.63

Rate268598

Amount 122

Seal Coat 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 Technical Specification Clause 510 ii. Bitumen (VG-30)

Quantity2201.63

Rate121089

Amount 55

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) To be used for side shoulder of GSB)

Quantity371.93

Rate66946

Amount 180

(b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)

Quantity346.28

Rate69255

Amount 200

Excavation for Structure 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. (I) Ordinary soil i. Upto 3 m depth

Quantity216

Rate54648

Amount 253

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) P.C.C grade M 10 (Nominal mix (1:3:6)

Quantity27

Rate98496

Amount 3648

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I) P.C.C grade M 15 (Nominal mix (1:2.5:5)

Quantity210

Rate808080

Amount 3848

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity400

Rate95600

Amount 239

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granual material

Quantity72

Rate52704

Amount 732

Excavation for Structure 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. (I) Ordinary soil i. Upto 3 m depth

Quantity-

Rate-

Amount 253

Bedding for Causeway/Pipes (II)Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Quantity-

Rate-

Amount 911

Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material 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. (A) 600 mm dia

Quantity-

Rate-

Amount 2928

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I) P.C.C grade M 15 (Nominal mix (1:2.5:5)

Quantity-

Rate-

Amount 3848

Excavation for Structure 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. (I) Ordinary soil i. Upto 3 m depth

Quantity-

Rate-

Amount 253

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) P.C.C grade M 10 (Nominal mix (1:3:6)

Quantity-

Rate-

Amount 3648

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I) P.C.C grade M 15 (Nominal mix (1:2.5:5)

Quantity-

Rate-

Amount 3848

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity-

Rate-

Amount 239

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granual material

Quantity-

Rate-

Amount 732

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount 4885

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsClause 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount 5223

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity-

Rate-

Amount 54560

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Quantity-

Rate-

Amount 308

Total Cost Initial Rehabitation work Part-A

Quantity-

Rate7731519

Amount -

Renewal

Quantity-

Rate-

Amount -

Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity54007.5

Rate1998277

Amount 37

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity55627.73

Rate723160

Amount 13

Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) 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 Technical Specification Clause 508.

Quantity55627.73

Rate6786582

Amount 122

Seal Coat 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 Technical Specification Clause 510 ii. Bitumen (VG-30)

Quantity55627.73

Rate3059524

Amount 55

Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

Quantity864.12

Rate521928

Amount 604

Maintenance of Road for Ist Year after Construction-(B.T.)

Quantity14.97

Rate329384

Amount 22000

(C.C.)

Quantity0.77

Rate15764

Amount 20500

Maintenance of Road for 2nd Year after Construction-(B.T.)

Quantity14.97

Rate359328

Amount 24000

(C.C.)

Quantity0.77

Rate15764

Amount 20500

Maintenance of Road for 3rd Year after Construction-(B.T.)

Quantity14.97

Rate434188

Amount 29000

(C.C.)

Quantity0.77

Rate15764

Amount 20500

Maintenance of Road for 4th Year after Construction-(B.T.)

Quantity14.97

Rate658768

Amount 44000

(C.C.)

Quantity0.77

Rate15764

Amount 20500

Maintenance of Road for 5th Year after Construction-(B.T.)

Quantity14.97

Rate1048040

Amount 70000

(C.C.)

Quantity0.77

Rate15764

Amount 20500

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.