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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.8 LAccepted-AOC | ₹99.8 L Quoted ₹1.0 Cr | L1 | Accepted-AOC Accepted being L1 |
| 2 | L2₹1.1 Cr+₹4.1 L (4.02%)Rejected-Finance PLOT NO D 25 INDUSTRIAL GROWTH CENTRE MANSA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.1 Cr+₹4.1 L (4.02%) | L2 | Rejected-Finance Rejected being other than lowest tenderer |
| 3 | L3₹1.1 Cr+₹12.9 L (12.6%)Rejected-Finance | ₹1.1 Cr+₹12.9 L (12.6%) | L3 | Rejected-Finance Rejected being other than lowest tenderer |
| 4 | L4₹1.2 Cr+₹19.4 L (19.0%)Rejected-Finance H NO 18 SHEET NO 5 A KATIA COLONY NAMDEV MARG BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.2 Cr+₹19.4 L (19.0%) | L4 | Rejected-Finance Rejected being other than lowest tenderer |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not admitted, due incomplete docus as per para 8(b) of NIT. No remarks in WLR of HQ SWC for Q/E Sep 2025 issued letter No 39004/WLR/S, A to D / 1097/E8 dt 16 Jan 2026 and also direction issued by HQ CE BTZ letter NO 11649/TBO/11/E1D dt 16 Jun 2026 |
| Sl No | Description | Qty | Unit | AABIA CONSTRUCTION L3 | V K CONTRACTOR L4 | ANNPOORNA ENGINEERS & BUILDERS L1 | M/S VERMA BUILDERS & DEVELOPERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided for and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge | 18 | Cum | 500 ₹9,000 | 500 ₹9,000 | 350 ₹6,300 | 200 ₹3,600 Lowest |
| 2.00 | Material and labour for Waterproofing treatment to sunken floor using acrylic based multipurpose polymer. The treatment shall be carried out as per manufactures specification. The treatment shall be include of the following elements also:
1. Surface preparation of substrate by removing all traces of contaminates, loose and friable particles, cement laitance oils and grease, water repellent coatings etc
2. Injection grouting using cementitious grout if required. The payment for injection grouting shall be made separately etc
3. Repair to the substrate, filling of blow holes/voids and surface leveling using appropriate products specified by the manufacture.
4. All intersections of horizontal and vertical surface should be profiled with a mortar fillet of minimum 25mm x 25mm.
5. The moisture content of the substrate shall be checked before application of first coat at water proof coating at the rate of 200 g/m2 followed brush topping at 450g/m2 per mm. The second coat shall be reinforced with glass fabric between the first and second coat.
6. The treatment shall be protected by application of polymer modified cement mortar of thickness 10mm applied at the rate of 50g per mm.
7. Tech specification : Tensile adhesion strength 0.5N/Sqmm (as bonding slurry). | 200 | Sqm | 800 ₹1,60,000 | 786 ₹1,57,200 | 500 ₹1,00,000 Lowest | 600 ₹1,20,000 |
| 3.00 | Material and labour for Aerated Autoclaved Concrete (AAC) blocks work according to Indian Standard specification IS:2185(Part-3)-1984 and latest revision built in Cement and sand mortar 1:6 with Aerated Autoclaved Concrete (AAC) blocks straight or curver on plan exceeding 6mtr Mean radius as in sunken floor complete all as specified and and as directed by Engineer-in-charge. | 18 | Cum | 6,500 ₹1,17,000 | 5,000 ₹90,000 | 4,500 ₹81,000 Lowest | 5,500 ₹99,000 |
| 4.00 | Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge. Note:The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill. | 7 | Cum | 1,000 ₹7,000 | 500 ₹3,500 | 350 ₹2,450 Lowest | 400 ₹2,800 |
| 5.00 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | 243.96 | Kg | 95 ₹23,176.2 | 110 ₹26,835.6 | 85 ₹20,736.6 Lowest | 90 ₹21,956.4 |
| 6.00 | Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge.
(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose) | 419.23 | Kg | 95 ₹39,826.85 | 110 ₹46,115.3 | 85 ₹35,634.55 Lowest | 90 ₹37,730.7 |
| 7.00 | Material and Labour for Reinforced cement concrete (nominal mix) in Beams, cantilevers, bressummers, lintels over 1.5 m span Type B1 1:2:4 (20 mm graded aggregate) all as specified and directed by Engineere-in-charge | 7 | Cum | 9,000 ₹63,000 | 7,000 ₹49,000 | 5,000 ₹35,000 | 4,500 ₹31,500 Lowest |
| 8.00 | Material and Labour for Reinforced cement concrete, Nominal Mix,1:2:4, Type-B1, using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including proper compaction by using mechanical viberator complete all as specified and directed. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 1 | Cum | 10,000 ₹10,000 | 7,000 ₹7,000 | 6,000 ₹6,000 | 4,500 ₹4,500 Lowest |
| 9.00 | Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge | 1,188 | Sqm | 20 ₹23,760 | 10 ₹11,880 Lowest | 10 ₹11,880 Lowest | 20 ₹23,760 |
| 10.00 | Material and Labour for anti slip coloured ceramic tiles 7 to 8mm thick (square/rectangular) of Size 400mmx400mm Sqm in floors and Skirting etc. including 10 mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured epoxy grout to match the shade of tile including necessary cutting as per site requirement complete all as specified and as directed by Engineer-in-charge. | 288 | Sqm | 820 ₹2,36,160 Lowest | 900 ₹2,59,200 | 1,000 ₹2,88,000 | 1,100 ₹3,16,800 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
20 Jul 2026, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda
SPL REPAIR TO TOILETS, DOORS, WINDOWS AND SEWAGE SYS APS UNDER GE SOUTH AT BATHINDA MIL STN
2026_MES_772303_1
CWE BTD/TOKEN-05/2026-27
Open Tender
Civil Works
Item Rate
180 days
Bathinda Mil Stn
As per NIT
8 documents required · 8 mandatory
₹1,000
GE (S) Bathinda
₹2.0 L
HQ CWE BATHINDA
18 Sept 2026
15 Jun 2026
22 Jul 2026
15 Jun 2026
20 Jul 2026
6 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided for and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge | 18 | Cum | - | - |
| 2 | Material and labour for Waterproofing treatment to sunken floor using acrylic based multipurpose polymer. The treatment shall be carried out as per manufactures specification. The treatment shall be include of the following elements also:
1. Surface preparation of substrate by removing all traces of contaminates, loose and friable particles, cement laitance oils and grease, water repellent coatings etc
2. Injection grouting using cementitious grout if required. The payment for injection grouting shall be made separately etc
3. Repair to the substrate, filling of blow holes/voids and surface leveling using appropriate products specified by the manufacture.
4. All intersections of horizontal and vertical surface should be profiled with a mortar fillet of minimum 25mm x 25mm.
5. The moisture content of the substrate shall be checked before application of first coat at water proof coating at the rate of 200 g/m2 followed brush topping at 450g/m2 per mm. The second coat shall be reinforced with glass fabric between the first and second coat.
6. The treatment shall be protected by application of polymer modified cement mortar of thickness 10mm applied at the rate of 50g per mm.
7. Tech specification : Tensile adhesion strength 0.5N/Sqmm (as bonding slurry). | 200 | Sqm | - | - |
| 3 | Material and labour for Aerated Autoclaved Concrete (AAC) blocks work according to Indian Standard specification IS:2185(Part-3)-1984 and latest revision built in Cement and sand mortar 1:6 with Aerated Autoclaved Concrete (AAC) blocks straight or curver on plan exceeding 6mtr Mean radius as in sunken floor complete all as specified and and as directed by Engineer-in-charge. | 18 | Cum | - | - |
| 4 | Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge. Note:The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill. | 7 | Cum | - | - |
| 5 | Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.) | 243.96 | Kg | - | - |
| 6 | Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge.
(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose) | 419.23 | Kg | - | - |
| 7 | Material and Labour for Reinforced cement concrete (nominal mix) in Beams, cantilevers, bressummers, lintels over 1.5 m span Type B1 1:2:4 (20 mm graded aggregate) all as specified and directed by Engineere-in-charge | 7 | Cum | - | - |
| 8 | Material and Labour for Reinforced cement concrete, Nominal Mix,1:2:4, Type-B1, using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including proper compaction by using mechanical viberator complete all as specified and directed. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. | 1 | Cum | - | - |
| 9 | Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge | 1,188 | Sqm | - | - |
| 10 | Material and Labour for anti slip coloured ceramic tiles 7 to 8mm thick (square/rectangular) of Size 400mmx400mm Sqm in floors and Skirting etc. including 10 mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured epoxy grout to match the shade of tile including necessary cutting as per site requirement complete all as specified and as directed by Engineer-in-charge. | 288 | Sqm | - | - |
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