Rajasthan

Technical Eval

Works

Civil Works

WORK70-ENIB26

DLB

Municipal Council Sikar | Sikar, Rajasthan

Amount: ₹35.7 LCloses: 14 Aug 202612 Aug 2026Closed

Timeline

Published9 Aug 2026
Closed14 Aug 2026
Technical Evaluation17 Aug 2026
Award—

Bids

3 Bids17 Aug 2026

#	Company	Status
1	M.K.CONSTRUCTION COMPANY Accepted-Technical DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 \| NUH \| HARYANA \| 122107	Accepted-Technical Responsive
2	m/s shashibhushan sharma contrator Accepted-Technical	Accepted-Technical Responsive
3	Balbeer Singh Constt Co Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical No EMD or Fee received

Corrigenda

Corrigendum

1 updatesLatest on 11 Aug 2026Submission Ends:12 Aug 202614 Aug 2026

Date changes

Download Ends12 Aug 202614 Aug 2026Submission Ends12 Aug 202614 Aug 2026Bid Opening13 Aug 202614 Aug 2026

Tender Value

₹35.7 L

EMD Value

₹71,320

Closing Date

14 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Commissioner

Address

Municipal Council Sikar

Work Description

Construction of cc road from taigore school to choraha near library in ward no.59 sikar.

Tender Information

Tender ID

2026_DLB_584940_51

Reference Number

ENIB26/2026-27/Urgent

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

Municipal Council Sikar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Doc (.pdf)

Finance

RequiredFinancial Doc (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Commissiner, MDRISL

EMD Fee Amount

₹71,320

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Aug 2026

Published

9 Aug 2026

Bid Opening

14 Aug 2026

Download Starts

9 Aug 2026

Download Ends

14 Aug 2026

Submission Starts

9 Aug 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of cc road from taigore school to choraha near library in ward no.59 sikar.
1.01	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 2.10.1 Bituminous courses cum	185.25	p.cum	445	₹82,436.25
2.01	Granular courses	370.5	p.cum	310	₹1,14,855
3.01	Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m	247	p.cum	229.5	₹56,686.5
4.01	Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm	32	sqm	2,600	₹83,200
5.01	Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	19.2	sqm	236.5	₹4,540.8
6.01	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 fine/ coarse sand : 4 graded stone aggregate 20 mm nominal size).	5.76	p.cum	5,510	₹31,737.6
7.01	Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.MS pipe upto 600mm dia (with minimum 5mm thickness sheet)	300	kg	153	₹45,900
8.01	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 2 km	802.75	sqm	185.54	₹1,48,942.24
9.01	Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	247	P.CUM	2,955	₹7,29,885

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Work Item Documents

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Corrigendum Documents

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Company

M.K.CONSTRUCTION COMPANY

Accepted-Technical

DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107

m/s shashibhushan sharma contrator

Accepted-Technical

Balbeer Singh Constt Co

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of cc road from taigore school to choraha near library in ward no.59 sikar.
1.01	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 2.10.1 Bituminous courses cum	185.25	p.cum	445	₹82,436.25
2.01	Granular courses	370.5	p.cum	310	₹1,14,855
3.01	Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m	247	p.cum	229.5	₹56,686.5
4.01	Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm	32	sqm	2,600	₹83,200
5.01	Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	19.2	sqm	236.5	₹4,540.8
6.01	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 fine/ coarse sand : 4 graded stone aggregate 20 mm nominal size).	5.76	p.cum	5,510	₹31,737.6
7.01	Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.MS pipe upto 600mm dia (with minimum 5mm thickness sheet)	300	kg	153	₹45,900
8.01	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 2 km	802.75	sqm	185.54	₹1,48,942.24
9.01	Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	247	P.CUM	2,955	₹7,29,885

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of cc road from taigore school to choraha near library in ward no.59 sikar.

1.01

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 2.10.1 Bituminous courses cum

185.25

p.cum

445

₹82,436.25

2.01

Granular courses

370.5

p.cum

310

₹1,14,855

3.01

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m

247

p.cum

229.5

₹56,686.5

4.01

Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm

sqm

2,600

₹83,200

5.01

Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

19.2

sqm

236.5

₹4,540.8

6.01

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 fine/ coarse sand : 4 graded stone aggregate 20 mm nominal size).

5.76

p.cum

5,510

₹31,737.6

7.01

Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.MS pipe upto 600mm dia (with minimum 5mm thickness sheet)

300

153

₹45,900

8.01

Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 2 km

802.75

sqm

185.54

₹1,48,942.24

9.01

Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

247

P.CUM

2,955

₹7,29,885