DEFPROC

Financial BO

Works

Civil Works

CA NO. CWE/HILLS/RKT/163 OF 2025-2026 PROVN OF THREE ADDL MEDICAL OFFRS ROOM AT ECHS POLY CLINIC HALDWANI CONSEQUENT TO UPGRADATION FROM TYPE B TO TYPE A UNDER GE RANIKHET

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

RANIKHET | Almora, Uttarakhand

Amount: ₹37.1 LCloses: 11 May 2026Closed

Bids

Item Rate

10 Bids2 Jun 2026

#	Company	Amount	Rank	Status
1	L1₹36.3 LAdmitted-Finance 110B CIVIL LINES BAREILLY 243001 UP \| BAREILLY \| UTTAR PRADESH \| 243001	₹36.3 L	L1	Admitted-Finance
2	L2₹36.3 LAdmitted-Finance	₹36.3 L	L2	Admitted-Finance
3	L3₹38.4 LAdmitted-Finance 22 JANKALYAN SOCIETY NAVJIVAN AJWA ROAD BARODA 390 019 \| BARODA \| VADODARA \| GUJARAT \| 390019	₹38.4 L	L3	Admitted-Finance
4	L4₹39.2 LAdmitted-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K	₹39.2 L	L4	Admitted-Finance
5	L5₹39.6 LAdmitted-Finance VILL KASNI POST BIN DISTT PITHORAGARH UK	₹39.6 L	L5	Admitted-Finance

BoQ Line Items

Line Items (153)

Sl No	Description	Qty	Unit	aditya construction L3	R N Kharwar and Sons L7	M/S KS Shahi and Sons L5	M/S Rajeev Sharma and Co. L1	SS Construction Co L6	M/s RK JOSHI&SONS L4	M/s Dev Enterprises L8	BR Enterprises L2
1.00	Surface dressing n exc 15 cm deep getting out in soft/loose soil complete all as specified and directed.	382.3	Sqm	25 ₹9,557.50	32 ₹12,233.60	25 ₹9,557.50	250 ₹95,575	20 ₹7,646	22 ₹8,410.60	10 ₹3,823	17 ₹6,499.10
2.00	Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed.	86	Cum	310 ₹26,660	340 ₹29,240	350 ₹30,100	250 ₹21,500	245 ₹21,070	245 ₹21,070	250 ₹21,500	220 ₹18,920
3.00	Excavation in trenches, n exc 1.5 m wide and exc 1.5 m but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but n exc 3.00 m in depth and getting out in soft/ loose of soil complete all as specified and directed.	83	Cum	325 ₹26,975	380 ₹31,540	375 ₹31,125	250 ₹20,750	275 ₹22,825	305 ₹25,315	320 ₹26,560	240 ₹19,920
4.00	M&L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.	54	Sqm	150 ₹8,100	200 ₹10,800	113 ₹6,102	150 ₹8,100	108 ₹5,832	95 ₹5,130	190 ₹10,260	142 ₹7,668
5.00	M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed.	71	Sqm	225 ₹15,975	250 ₹17,750	132 ₹9,372	240 ₹17,040	118 ₹8,378	135 ₹9,585	240 ₹17,040	182 ₹12,922
6.00	M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all specified and directed.	83	Sqm	150 ₹12,450	150 ₹12,450	113 ₹9,379	160 ₹13,280	108 ₹8,964	125 ₹10,375	205 ₹17,015	142 ₹11,786
7.00	M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.	33	Sqm	150 ₹4,950	175 ₹5,775	113 ₹3,729	160 ₹5,280	108 ₹3,564	125 ₹4,125	201 ₹6,633	142 ₹4,686
8.00	M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed.	39	Rm	125 ₹4,875	100 ₹3,900	63 ₹2,457	100 ₹3,900	68 ₹2,652	100 ₹3,900	155 ₹6,045	25 ₹975
9.00	M&L PCC (1:4:8) type D-2 in foundation filling and mass concrete complete all as specified and directed.	5.42	Cum	4,200 ₹22,764	4,800 ₹26,016	4,175 ₹22,628.50	4,000 ₹21,680	4,950 ₹26,829	4,650 ₹25,203	5,000 ₹27,100	4,050 ₹21,951
10.00	M &L RCC M-25 (using 20mm graded stone aggregate) design mix for in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.	26.64	Cum	9,200 ₹2.5 L	11,000 ₹2.9 L	10,600 ₹2.8 L	6,500 ₹1.7 L	9,640 ₹2.6 L	8,850 ₹2.4 L	10,700 ₹2.9 L	9,150 ₹2.4 L

Tender Value

₹37.1 L

EMD Value

₹74,220

Closing Date

11 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

CWE (HILLS) PITHORAGARH

Address

HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520

Work Description

CA NO. CWE/HILLS/RKT/163 OF 2025-2026 PROVN OF THREE ADDL MEDICAL OFFRS ROOM AT ECHS POLY CLINIC HALDWANI CONSEQUENT TO UPGRADATION FROM TYPE B TO TYPE A UNDER GE RANIKHET

Tender Information

Tender ID

2026_MES_754224_2

Reference Number

89349/25-26/E8

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

180 days

Location

RANIKHET

Source Website

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Eligibility / Pre-Qualification

Class - D

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredProof of cost of tender along with contractor application for tender addressed to CWE (Hills) PGH (.pdf)

RequiredComplete Enlistment letter with matching category required (.pdf)

RequiredCopy of all enlistment credentials documents required for bidders not enlisted in MES as per NIT (.pdf)

RequiredProof of payment of Earnest Money for bidders not enlisted in MES (.pdf)

RequiredAnnual turnover from CA, list of works in hand/list of work completed for bidder not enlisted in MES (.pdf)

RequiredPolice verification or notarized copy of Pass Port for the bidder not enlisted in MES (.pdf)

RequiredFor enlisted and unenlisted firms scan copy of registration documents of EPF ESIC GST are mandatory (.pdf)

RequiredFirm Mobile Number, Email ID and Self-attested legible copy PAN Card for E-MB Portal (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (MES) RANIKHET

EMD Fee Amount

₹74,220

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jun 2026

Published

27 Apr 2026

Bid Opening

18 May 2026

Download Starts

27 Apr 2026

Download Ends

11 May 2026

Submission Starts

4 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (140 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface dressing n exc 15 cm deep getting out in soft/loose soil complete all as specified and directed.	382.3	Sqm	-	-
2	Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed.	86	Cum	-	-
3	Excavation in trenches, n exc 1.5 m wide and exc 1.5 m but n exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but n exc 3.00 m in depth and getting out in soft/ loose of soil complete all as specified and directed.	83	Cum	-	-
4	M&L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.	54	Sqm	-	-
5	M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed.	71	Sqm	-	-
6	M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all specified and directed.	83	Sqm	-	-
7	M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.	33	Sqm	-	-
8	M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed.	39	Rm	-	-
9	M&L PCC (1:4:8) type D-2 in foundation filling and mass concrete complete all as specified and directed.	5.42	Cum	-	-
10	M &L RCC M-25 (using 20mm graded stone aggregate) design mix for in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.	26.64	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.15 MB

Work Item Documents

BOQ_853926.xls

BOQ • 0.47 MB

PS163.pdf

Tender Documents • 1.46 MB

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