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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC A 153 HQ CE EC KOLKATA LEKHAPANI POST TINSUKIA DIST ASSAM STATE | ₹1.3 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹1.3 Cr+₹85,227 (0.66%)Rejected-Finance COLLEGE ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | ₹1.3 Cr+₹85,227 (0.66%) | L2 | Rejected-Finance NOT THE LOWEST BIDDER |
| 3 | L3₹1.3 Cr+₹2.8 L (2.18%)Rejected-Finance | ₹1.3 Cr+₹2.8 L (2.18%) | L3 | Rejected-Finance NOT THE LOWEST BIDDER |
| 4 | L4₹1.5 Cr+₹15.3 L (11.7%)Rejected-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹1.5 Cr+₹15.3 L (11.7%) | L4 | Rejected-Finance NOT THE LOWEST BIDDER |
| 5 | L5₹1.5 Cr+₹16.3 L (12.6%)Rejected-Finance 110059 NEW DELHI NATIONAL CAPITAL TERRITORY OF DELHI 110059 | WEST DELHI | DELHI | 110059 | ₹1.5 Cr+₹16.3 L (12.6%) | L5 | Rejected-Finance NOT THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M P KHAITAN L3 | M/s Gupta Construction L4 | The new hut furnitures L7 | V r traders L5 | M/s PRABIR ENTERPRISE L2 | Anand Construction L8 | M/s Singh enterprises L1 | M/S S.B. Singh and Sons L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Total amount of Sch 'A' Part-I Building Works Note :- This schedule is not pre-priced by MES and the rate indicated as "Rs. 0.00" under column 6 signifies this fact only. | |||||||||||
| 2.00 | Design, Fabrication and Construction of Pump House in Zone IV 'B' in RCC Framed Structure as per Site plan and line plan and revised thereof. Specification given in Sch A Notes and Particular Specifications including complete RCC foundation and plinth, Flooring, Joinery and Finishes complete all as specified.
(i) Size – As per Arch drawing Construction of pump house house with toilet, Duty Room, as per drawing (All asper directed by Engr-in-Charge) (ii) Height – as per Drg
(iii) Fdn – To be design as per SBC report with RCC framed construction. (iv) Plinth – Burnt Brick wk in CM 1:6
(v) DPC – 40 mm thick PCC 1:2:4 with WPC
(vi) Super Structure – All RCC structure to be M25 design mix burnt brick wk wall upto ceiling.
(vii) Seismic Zone – Strengthening measures for Zone V
(viii) 150mm RCC roof slab with roof treatment on all places - 150 mm thick on ground floor roof verandhah & Bathroom.
(ix) Internal Plaster – Internal 15 mm thick in CM (1:6)
(x) Plinth Protection – 75 mm thick PCC 1:3:6 over stone hard core
(xi) Dado/Skirting – Glazed ceramic tiles over 10 mm thick cement screed in CM (1:3) up to lintel height.
(xii) Painting – Synthetic enamel paint on steel/wooden surface.
(xiii) Joinery Window – aluminum powder coated window with Guard bars/grill
(xiv) Finishes – Internal - 02 coats of oil emulsion distemper incl 1mm thick wall care putty over a coat of primer. External - 02 Coats of weather proof exterior emulsion over one coat of primer.
(xv) Antitermite treatment - As per IS-6313 Part-II : 2001 (xx) Mosquito proofing - All external doors & Windows (xxi) 18mm thick granite over CM 1:3 for steps
(xvi) Mosquito Proofing – All external Door and window.
(xvii) Internal water supply. For one toilet necessary concealed GI connection with IWC, tiles and PVC tank with staging and roof pumping arrangement with I-section for comlete functional aspet. | 1 | LUMP SUM | 14,20,000 ₹14,20,000 | 13,75,500 ₹13,75,500 | 15,00,000 ₹15,00,000 | 14,25,000 ₹14,25,000 | 13,50,000 ₹13,50,000 | 15,20,000 ₹15,20,000 | 12,50,000 ₹12,50,000 Lowest | 15,00,000 ₹15,00,000 |
| 3.00NOTE: Schedule ‘A’ Part II to IX are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured. | |||||||||||
| 4.00 | Total amount of Sch ‘A’ Part II (Site clearance and development incl demolition) | 1 | LUMP SUM | 1,36,000 ₹1,36,000 | 1,32,500 ₹1,32,500 | 1,50,000 ₹1,50,000 | 1,20,000 ₹1,20,000 Lowest | 1,30,000 ₹1,30,000 | 1,42,500 ₹1,42,500 | 1,29,012 ₹1,29,012 | 1,38,500 ₹1,38,500 |
| 5.00 | Total amount of Sch ‘A’ Part III (Road/Path/culverts ) | 1 | LUMP SUM | 2,20,000 ₹2,20,000 | 1,99,820 ₹1,99,820 | 1,50,000 ₹1,50,000 | 2,15,000 ₹2,15,000 | 2,00,000 ₹2,00,000 | 1,35,000 ₹1,35,000 | 1,70,818 ₹1,70,818 | 1,28,000 ₹1,28,000 Lowest |
| 6.00 | Total amount of Sch ‘A’ Part IV (External Water Supply) | 1 | LUMP SUM | 4,21,000 ₹4,21,000 | 3,85,620 ₹3,85,620 | 2,50,000 ₹2,50,000 | 4,25,120 ₹4,25,120 | 4,00,000 ₹4,00,000 | 2,35,200 ₹2,35,200 Lowest | 4,18,463 ₹4,18,463 | 2,67,000 ₹2,67,000 |
| 7.00 | Total amount of Sch ‘A’ Part V (External Electrification) | 1 | LUMP SUM | 2,02,000 ₹2,02,000 | 1,88,532 ₹1,88,532 | 1,50,000 ₹1,50,000 | 2,13,500 ₹2,13,500 | 2,00,000 ₹2,00,000 | 1,35,600 ₹1,35,600 Lowest | 1,83,484 ₹1,83,484 | 3,00,000 ₹3,00,000 |
| 8.00 | Total amount of Sch ‘A’ Part VI (Area Drainage) | 1 | LUMP SUM | 95,630 ₹95,630 | 93,500 ₹93,500 Lowest | 1,50,000 ₹1,50,000 | 1,10,200 ₹1,10,200 | 1,00,000 ₹1,00,000 | 1,56,200 ₹1,56,200 | 1,23,403 ₹1,23,403 | 1,24,000 ₹1,24,000 |
| 9.00 | Total amount of Sch ‘A’ Part VII (Internal Water supply) | 1 | LUMP SUM | 21,500 ₹21,500 | 18,500 ₹18,500 | 20,000 ₹20,000 | 22,512 ₹22,512 | 20,000 ₹20,000 | 18,750 ₹18,750 | 14,556 ₹14,556 Lowest | 31,000 ₹31,000 |
| 10.00 | Total amount of Sch ‘A’ Part VIII (Internal Electrification) | 1 | LUMP SUM | 72,500 ₹72,500 | 65,000 ₹65,000 | 75,800 ₹75,800 | 98,520 ₹98,520 | 1,00,000 ₹1,00,000 | 66,500 ₹66,500 | 64,401 ₹64,401 Lowest | 78,000 ₹78,000 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
23 Mar 2026, 12:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEER DINJAN
PARA 35 WORK FOR PROVN OF BOREWELLS ALONGWITH CONNECTED ITEMS FOR POTABLE WATER SUPPLY AT LEKHAPANI MIL STN UNDER GE DINJAN NO 2
2026_MES_755839_1
84540/E8
Limited
Civil Works - Water Works
Lump-sum
180 days
GE DINJAN NO 2
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹1,000
GE DINJAN NO 2
₹2.0 L
Yes
30 Mar 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
23 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Total amount of Sch 'A' Part-I Building Works Note :- This schedule is not pre-priced by MES and the rate indicated as "Rs. 0.00" under column 6 signifies this fact only. | - | - | - | - |
| 2 | Design, Fabrication and Construction of Pump House in Zone IV 'B' in RCC Framed Structure as per Site plan and line plan and revised thereof. Specification given in Sch A Notes and Particular Specifications including complete RCC foundation and plinth, Flooring, Joinery and Finishes complete all as specified.
(i) Size – As per Arch drawing (ii) Height – as per Drg
(iii) Fdn – To be design as per SBC report with RCC framed construction. (iv) Plinth – Burnt Brick wk in CM 1:6
(v) DPC – 40 mm thick PCC 1:2:4 with WPC
(vi) Super Structure – All RCC structure to be M25 design mix burnt brick wk wall upto ceiling.
(vii) Seismic Zone – Strengthening measures for Zone V
(viii) Roof – 0.50mm thick Pre-painted Galvalume sheet with MS steel frame structure on living area, roof slab with roof treatment - 150 mm thick on ground floor roof verandhah & Bathroom. (ix) Ceiling : False ceiling with powder coated snap grid frame work.
(ix) Internal Plaster – Internal 15 mm thick in CM (1:6)
(x) Plinth Protection – 75 mm thick PCC 1:3:6 over stone hard core
(xi) Dado/Skirting – Glazed ceramic tiles over 10 mm thick cement screed in CM (1:3) up to lintel height.
(xii) Painting – Synthetic enamel paint on steel/wooden surface.
(xiii) Joinery Window – aluminum powder coated window with Guard bars/grill
(xiv) Finishes – Internal - 02 coats of oil emulsion distemper incl 1mm thick wall care putty over a coat of primer. External - 02 Coats of weather proof exterior emulsion over one coat of primer.
(xv) Antitermite treatment - As per IS-6313 Part-II : 2001 (xx) Mosquito proofing - All external doors & Windows (xxi) 18mm thick granite over CM 1:3 for steps
(xvi) Mosquito Proofing – All external Door and window. | 1 | LUMP SUM | - | - |
| 4 | Total amount of Sch ‘A’ Part II (Site clearance and development incl demolition) | 1 | LUMP SUM | 1,29,012.3 | ₹1,29,012.3 |
| 5 | Total amount of Sch ‘A’ Part III (Road/Path/culverts ) | 1 | LUMP SUM | 1,17,806.5 | ₹1,17,806.5 |
| 6 | Total amount of Sch ‘A’ Part VI (External Water Supply) | 1 | LUMP SUM | 2,46,155.49 | ₹2,46,155.49 |
| 7 | Total amount of Sch ‘A’ Part V (External Electrification) | 1 | LUMP SUM | 1,41,142.97 | ₹1,41,142.97 |
| 8 | Total amount of Sch ‘A’ Part VI (Area Drainage) | 1 | LUMP SUM | 85,106.9 | ₹85,106.9 |
| 9 | SCH 'A PART VII (Miscellaneous B/R and E/M works) Note: This schedule is not pre-priced by MES and the rate indicated as "Rs 0.00" under Col 6 signifies this fact only | - | - | - | - |
| 10 | M & L for boring 100 mm dia hole in all kind of soil upto maximum depth 6 meter or up to refuse (N=100) whichever meet earlier including collection of undisturbed sample from cohesive soil only conducting standard penitration test at 6 meter and 1.5 meter interval alternatively as per relevant IS code complete all as directed. | 2 | PER METRE | - | - |
| 11 | Conducting necessary lab test on selected soil sample (obtained from item here in before) as per relevent nature moisture content, bulk and dry density sleve and hydrometer analysis, liquid and plastic limit, SP gravity unconfined compressive test (UU) or direct consolidation test etc complete all as relevant IS codes or all as specified and directed. | 1 | EACH | - | - |
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