Tender ID

Jharkhand

Technical BO

Works

Civil Works

Renovation work of Govt. UPG. Middle School, Samdari, Bishunpur block, district Gumla.

RDD Special Division

Bishunpur block, district Gumla. | Gumla, Jharkhand

Amount: ₹25.0 LCloses: 9 May 2026Closed

Timeline

Published4 May 2026
Closed9 May 2026
Technical Evaluation—
Award—

Bids

3 Bids11 May 2026

#	Company	Status
1	HAPPY CONSTRUCTION Admitted-Fee/PreQual/Technical/Finance VILL PO BISHNUGARH GUMLA JHARKHAND 835231 \| BISHNUGARH \| GUMLA \| JHARKHAND \| 835231	Admitted-Fee/PreQual/Technical/Finance
2	M/S SHALINI DEVI Admitted-Fee/PreQual/Technical/Finance AARANGI BLOK GHEGHRA DISTT CINLA	Admitted-Fee/PreQual/Technical/Finance
3	M/S SHARMA SYNDICATE Admitted-Fee/PreQual/Technical/Finance BARA DURGA MANDIR ROAD GUMLA	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹25.0 L

EMD Value

₹50,000

Closing Date

9 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, R.D.Spl.Div., Gumla.

Work Description

Renovation work of Govt. UPG. Middle School, Samdari, Bishunpur block, district Gumla.

Tender Information

Tender ID

2026_RDSPL_113548_2

Reference Number

RDD/SD/GUMLA/06/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

Bishunpur block, district Gumla.

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredDocuments specified in tender documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹50,000

Important Dates

Last Activity

11 May 2026

Published

4 May 2026

Bid Opening

11 May 2026

Download Starts

4 May 2026

Download Ends

9 May 2026

Submission Starts

4 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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 (54 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing labour for cleaning, preparing plaster, and base for putty with brush of suitable type do all complete job as per direction of EI
2	Dismantling patent stone floor including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.	0.3	M2	-	-
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)	0.61	M3	1	₹0.61
4	Dismantling R.C.C. work including - do- do- E/I.	0.73	M3	1	₹0.73
5	Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3	0.73	M3	1	₹0.73
6	Centering and shuttering including strutting, propping etc. and removal of form for Chajjas	0.65	M2	-	-
7	Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3	0.07	M3	1	₹0.07
8	Providing and laying APP (Atactic polypropylene polymer) modified refabricated five layer 3mm thick water proofing membrane, black finished reinforced with non - woven polyester matt consisting of acoat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87- 0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all jointsetc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under :Jointstrength in longitunal and transverse direction at 23°c as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane mot less than 150°C. Coldflexibility shall be upto - 2°C When tested in accordance with ASTM,D - 5147. The laying of membrane shall be got done through theauthorised applicator of the manufacturer of membrane :3mm thick	0.79	M2	-	-
9	providing Tor steel reinforcement of 8, 10 mm and 12 mmmm dia bar as per approved design and drawing excluding carraige of M.S.bars to work site , cutting, bending, and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I 8mm dia	0.18	MT	-	-
9.01	10mm Dia	0.28	MT	1	₹0.28

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.76 MB

Work Item Documents

TenderDocument_06_02.pdf

Tender Documents • 0.74 MB

BOQ_153425.xls

BOQ • 0.33 MB

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Company

HAPPY CONSTRUCTION

Admitted-Fee/PreQual/Technical/Finance

VILL PO BISHNUGARH GUMLA JHARKHAND 835231 | BISHNUGARH | GUMLA | JHARKHAND | 835231

M/S SHALINI DEVI

Admitted-Fee/PreQual/Technical/Finance

AARANGI BLOK GHEGHRA DISTT CINLA

M/S SHARMA SYNDICATE

Admitted-Fee/PreQual/Technical/Finance

BARA DURGA MANDIR ROAD GUMLA

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing labour for cleaning, preparing plaster, and base for putty with brush of suitable type do all complete job as per direction of EI
2	Dismantling patent stone floor including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.	0.3	M2	-	-
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)	0.61	M3	1	₹0.61
4	Dismantling R.C.C. work including - do- do- E/I.	0.73	M3	1	₹0.73
5	Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3	0.73	M3	1	₹0.73
6	Centering and shuttering including strutting, propping etc. and removal of form for Chajjas	0.65	M2	-	-
7	Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3	0.07	M3	1	₹0.07
8	Providing and laying APP (Atactic polypropylene polymer) modified refabricated five layer 3mm thick water proofing membrane, black finished reinforced with non - woven polyester matt consisting of acoat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87- 0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all jointsetc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under :Jointstrength in longitunal and transverse direction at 23°c as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane mot less than 150°C. Coldflexibility shall be upto - 2°C When tested in accordance with ASTM,D - 5147. The laying of membrane shall be got done through theauthorised applicator of the manufacturer of membrane :3mm thick	0.79	M2	-	-
9	providing Tor steel reinforcement of 8, 10 mm and 12 mmmm dia bar as per approved design and drawing excluding carraige of M.S.bars to work site , cutting, bending, and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I 8mm dia	0.18	MT	-	-
9.01	10mm Dia	0.28	MT	1	₹0.28

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing labour for cleaning, preparing plaster, and base for putty with brush of suitable type do all complete job as per direction of EI

Dismantling patent stone floor including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

0.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)

0.61

₹0.61

Dismantling R.C.C. work including - do- do- E/I.

0.73

₹0.73

Reinforceemnt cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircase above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3

0.73

₹0.73

Centering and shuttering including strutting, propping etc. and removal of form for Chajjas

0.65

0.07

₹0.07

Providing and laying APP (Atactic polypropylene polymer) modified refabricated five layer 3mm thick water proofing membrane, black finished reinforced with non - woven polyester matt consisting of acoat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87- 0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all jointsetc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under :Jointstrength in longitunal and transverse direction at 23°c as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane mot less than 150°C. Coldflexibility shall be upto - 2°C When tested in accordance with ASTM,D - 5147. The laying of membrane shall be got done through theauthorised applicator of the manufacturer of membrane :3mm thick

0.79

providing Tor steel reinforcement of 8, 10 mm and 12 mmmm dia bar as per approved design and drawing excluding carraige of M.S.bars to work site , cutting, bending, and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I 8mm dia

0.18

9.01

10mm Dia

0.28

₹0.28