Manipur State Rural Roads Development Agency Tender

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Manipur State Rural Roads Development Agency - MSRRDA Tender

Works

Civil And Construction

Eprocure

Imphal West, Manipur

Opening Date16 Sep 2024

Closing Soon8 Nov 2024

Tender Amount₹ 6,70,07,000

Notes

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Costs

EMD
₹ 13,40,000
Document Cost
₹ 20,000
Tender Fee
Refer Documents

Summary

Mn06509

Description

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Tender Id
2024_CESQC_136304_33
Tender No
N0 5/16/2020-MSRRDA/E-TENDER/
Tender Authority
Manipur State Rural Roads Development Agency View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

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Tender Notice-13.7 MBTendernotice_1.pdf

NIT

BOQ-1412.2 kBBOQ_213653.xls

Price Bid

Corrigendum-2584.3 kBCorrigendum_No_1.p...Corrigendum_No_1.pdf

Corrigendum-1463.8 kBCorrigendum_2.pdf

Document-22.7 MBSBD.pdf

SBD

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Report Missing Document

BOQ Items

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Quantity-

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Amount -

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Cement Treated Granular Base Providing alying and spreading granulated blast furnace slag on a prepared sub-grade pulverising adding the designed quantity of cement, to the spread granulated blast furnace slag mixing in place with rotavator grading with the mortor grader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specifications Clauses 404.3 and 410.4.2

Quantity3226.77

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Amount -

Prime Coat : Low porosity Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM 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

Quantity32267.7

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Amount -

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.

Quantity32267.7

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Amount -

Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Quantity32267.7

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Amount -

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 By Manual Means Case - I : Type A (ii) Bitumen (S-65)

Quantity32267.7

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Amount -

Dismantle of Existing Cross Drainage Structure

Quantity-

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Dismantling of Structures 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 lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means (A) Cement Concrete

Quantity37.68

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Amount -

(B) Reinforced cement concrete

Quantity4.12

Rate-

Amount -

Dismantle of existing structure 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 lead of 1000 m as per Technical Specification Clause 202. Manual Means (B) Cement Concrete

Quantity18.72

Rate-

Amount -

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement mortar

Quantity270.27

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Amount -

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe

Quantity195

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Amount -

ROAD FURNITURE WORKS

Quantity-

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Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity1

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Amount -

Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. Providing & Fixing Up-gradation Board

Quantity1

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Amount -

Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.

Quantity1

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Amount -

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

Quantity-

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Amount -

(i) 5th Kilometre Stone (precast)

Quantity2

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Amount -

(ii) Ordinary Kilometer stone (precast)

Quantity8

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Amount -

(iii) 200m Stone (precast)

Quantity34

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Amount -

Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Quantity30

Rate-

Amount -

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on 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 Technical Specification Clause 1702

Quantity2783.88

Rate-

Amount -

Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

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(ii) 600mm equilateral triangle

Quantity29

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Amount -

(iii) 600mm circular

Quantity4

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Amount -

Rumble Strips Provision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint. The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings.

Quantity22.5

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Amount -

DRAINAGE WORKS

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Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. (B) Mechanical Means

Quantity6743

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Amount -

Construction of pucca line drain(355m)

Quantity-

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Excavation for Structures 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. I) Ordinary soil (i) upto 3 m depth

Quantity310.63

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Amount -

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 10 Nominal mix 1:3:6

Quantity18.64

Rate-

Amount -

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)

Quantity131.35

Rate-

Amount -

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Quantity674.5

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity1.66

Rate-

Amount -

Construction of Gabion wall ht-1.80m(90.00m)

Quantity-

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Amount -

Quantity149.85

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Amount -

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity24.98

Rate-

Amount -

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Quantity198.45

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Amount -

Construction of Retaining Wall(50.00m)

Quantity-

Rate-

Amount -

Quantity128.25

Rate-

Amount -

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 10 Nominal mix 1:3:6

Quantity33.75

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

Quantity154.9

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Amount -

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

Quantity26.9

Rate-

Amount -

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

Quantity83.33

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Amount -

Construction of hume pipe culvert (12nos.)

Quantity-

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Amount -

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Quantity286.08

Rate-

Amount -

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Quantity23.76

Rate-

Amount -

Bedding for Pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105

Quantity51.72

Rate-

Amount -

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia

Quantity90

Rate-

Amount -

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 20 Nominal mix (1:2:4)

Quantity122.04

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4)

Quantity96.6

Rate-

Amount -

Construction of 1.5m span slab culvert(2nos.)

Quantity-

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Amount -

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.

Quantity235.52

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Quantity25.16

Rate-

Amount -

Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 PCC Grade M 20 Nominial mix (1:2:4) (Hand mixed)

Quantity121.54

Rate-

Amount -

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)

Quantity130.94

Rate-

Amount -

Quantity36

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 20 (i) Nominal Mix 1 : 2 : 4

Quantity17.7

Rate-

Amount -

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Quantity18.4

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity0.25

Rate-

Amount -

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity0.45

Rate-

Amount -

Quantity26.58

Rate-

Amount -

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10

Quantity0.68

Rate-

Amount -

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Quantity2.16

Rate-

Amount -

Filler Joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications

Quantity48

Rate-

Amount -

Construction of 2m span slab culvert(5nos.)

Quantity-

Rate-

Amount -

Quantity588.8

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Quantity65.9

Rate-

Amount -

Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 PCC Grade M 20 Nominial mix (1:2:4) (Hand mixed)

Quantity303.85

Rate-

Amount -

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)

Quantity327.35

Rate-

Amount -

Quantity90

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 20 (i) Nominal Mix 1 : 2 : 4

Quantity50.4

Rate-

Amount -

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Quantity46

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity0.78

Rate-

Amount -

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity1.76

Rate-

Amount -

Quantity67.15

Rate-

Amount -

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10

Quantity2.9

Rate-

Amount -

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Quantity14.4

Rate-

Amount -

Quantity120

Rate-

Amount -

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Manipur State Rural Roads Development Agency Tender

Manipur State Rural Roads Development Agency - MSRRDA Tender

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BOQ Items

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Past BiddersThis list is curated from the bidders of the similar tenders in the past

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