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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 LAccepted-Finance TEHSIL BHARMOUR DISTRICT CHAMBA HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | L-1 | Accepted-Finance due to rates are on lesser side | |
| 2 | L-2₹1.9 L+₹12,244 (7.09%)Rejected-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | L-2 | Rejected-Finance due to rates are on higher side | |
| 3 | L-3₹2.1 L+₹36,651 (21.2%)Rejected-Finance HIMACHAL PRADESH HP | L-3 | Rejected-Finance due to rates are on higher side | |
| 4 | L-4₹2.2 L+₹44,385 (25.7%)Rejected-Finance C O R WALL NEAR GOVT SR SEC SCHOOL SANJAULI IN WARD NO 17 BENMORE | L-4 | Rejected-Finance due to rates are on higher side | |
| 5 | L-5₹2.3 L+₹57,185 (33.1%)Rejected-Finance | L-5 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | Anoop Kumar L1 | Vijay Kumar L2 | Govind Singh L4 | Kamal Rathore L5 | Mukesh Kumar L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. as per the direction of Engineer in charge | 2.15 | Cum | 440 ₹946 Lowest | 520 ₹1,118 | 510 ₹1,097 | 520 ₹1,118 | 490 ₹1,054 |
| 2.00 | Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement 6 sand 12 graded stone aggregate 20mm nominal size) at plinth level in: | 2.89 | Cum | 4,000 ₹11,560 Lowest | 7,800 ₹22,542 | 9,000 ₹26,010 | 9,200 ₹26,588 | 8,800 ₹25,432 |
| 3.00 | PPROV & LAYING CEMENT CONC 1:2:4 (ICEMENT 2SAND 4GRADED STONE AGGREGATE 20 mm NOMINAL SIZE) AND CURING COMPLETE E/C THE COST OF FORM WORK IN FOUNDATION & PLINTH | 0.55 | Cum | 9,500 ₹5,225 | 9,000 ₹4,950 | 1,100 ₹605 Lowest | 11,200 ₹6,160 | 10,500 ₹5,775 |
| 4.00 | Stone soling dry hand packed tightly as in Floor
as per direction and to the entire satisfaction of Engineer-in-Charge. | 1.22 | Cum | 4,500 ₹5,490 | 2,450 ₹2,989 Lowest | 2,600 ₹3,172 | 2,700 ₹3,294 | 2,500 ₹3,050 |
| 5.00 | CEMENT CONC FLOORING 1:2:4 (1 CEMENT 2 SAND 4 GRADED STONE AGGREGATE 20 mm NOMINAL SIZE) LAID IN ONE LAYER FINISHED WITH A FLOATING COAT OF NEAT CEMENT (40 mm THICK.) | 12.2 | sqm | 800 ₹9,760 | 610 ₹7,442 Lowest | 780 ₹9,516 | 790 ₹9,638 | 750 ₹9,150 |
| 6.00 | Steel work welded in built up section including cutting, hosting fixing in position and applying a priming coat of Red laid paint in grading framed guard, bars, landings, railing bars bracket & similar work with in all leads and lifts as per the direction of Engineer-in-charge 40X40X5mm | 275.13 | kg | 80 ₹22,010 Lowest | 180 ₹49,523 | 240 ₹66,031 | 250 ₹68,783 | 220 ₹60,529 |
| 7.00 | STEEL WORK WELDED IN BUILT UP SECTION, TRUSSES & FRAMES WORK VC CUTTING HOISTING, FIXING IN POSITION & APPLYING A PRIMING COAT OF RED LEAD PAINT IN GRATING FRAMED GUARD, BARS, LADDERS, RAILNG, BARS. BRACKET & SIMILAR WORK. 50x50x6mm | 136.8 | kg | 120 ₹16,416 Lowest | 135 ₹18,468 | 200 ₹27,360 | 220 ₹30,096 | 180 ₹24,624 |
| 8.00 | PROVIDING CORRUGATED GI SHEET ROOFING FIXED WITH GALVANISED IRON JOR L HOOKS, BOLTS & NUTS 8 mm f WITH BITUMEN & GI LIMPET WASHERS FILLED WITH WHITE LEAD COPMPLETE EXCLUDING THE COST OF PURLINS,RAFTERS & TRUSSES. WITH 0.63 mm THICK SHEET) | 81.31 | sqm | 1,200 ₹97,572 | 900 ₹73,179 Lowest | 950 ₹77,245 | 960 ₹78,058 | 910 ₹73,992 |
| 9.00 | PROVIDING & FIXING PRESSED STEEL DOORS FRAMES MANUFACTURED FROM COMMERCIAL MILD STEEL SHEET OF 1.25 mm THICKNESS INCLUDING HINGES, JUMP LOCK JAMB,BEED & IF REQUIRED ANGLE THRESHOLD OF MILD STTEL ANGLE OF SECTION 50 x 25 mm OR BASE TIES OF 1.25 mm PRESSED MILD STEEL WELDED OR REGIDLY FIXED TOGETHER BY MECHANICAL MEANS,ADJUSTABLE LUGS WITH SPLIT & TAILS TO EACH JAMB INCLUDING STEEL BUTT HINGES 2.5 mm THICK WITH GUARDS,LOCK STRIKE PLARE & SHOCK AS SPECIFIED & APPLYING A COAT OF APPROVED STEEL PRIMER AFTER PRETREATMENT OF THE SURFACE AS DIRECTED BY ENGINEER IN CHARGE. (PROFILE "A" | 5.06 | Rmt | 250 ₹1,265 Lowest | 350 ₹1,771 | 450 ₹2,277 | 460 ₹2,328 | 400 ₹2,024 |
| 10.00 | ROVIDING RIDGES OR HIPS 60 cm.OVER ALL IN PLAIN WITH GALVANISED IRON GI SHEET FIXED JOR L HOOKS,BOLTS & NUTS 8 mm f GI LIMPET & BITUMENS WASHERS COMPLETE. (0.80 mm THICK GI SHEET) | 5.06 | Rmt | 500 ₹2,530 Lowest | 600 ₹3,036 | 760 ₹3,846 | 770 ₹3,896 | 750 ₹3,795 |
Tender Value
₹1.9 L
EMD Value
₹3,878
Closing Date
12 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE JSV Division Tissa
EE JSV Division Tissa
C o Chlorination Room for installation of Gasses Chlorination at Palehi
2025_HPIPH_119569_1
EE-JSD-TSA-EA-I-2025- 3398-3447 dated- 03-11-2025
Open Tender
Civil Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE JSV DIVISION TISSA
₹3,878
29 Nov 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
12 Nov 2025
3 Nov 2025
Amount
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. as per the direction of Engineer in charge
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement 6 sand 12 graded stone aggregate 20mm nominal size) at plinth level in:
PPROV & LAYING CEMENT CONC 1:2:4 (ICEMENT 2SAND 4GRADED STONE AGGREGATE 20 mm NOMINAL SIZE) AND CURING COMPLETE E/C THE COST OF FORM WORK IN FOUNDATION & PLINTH
Stone soling dry hand packed tightly as in Floor as per direction and to the entire satisfaction of Engineer-in-Charge.
CEMENT CONC FLOORING 1:2:4 (1 CEMENT 2 SAND 4 GRADED STONE AGGREGATE 20 mm NOMINAL SIZE) LAID IN ONE LAYER FINISHED WITH A FLOATING COAT OF NEAT CEMENT (40 mm THICK.)
Steel work welded in built up section including cutting, hosting fixing in position and applying a priming coat of Red laid paint in grading framed guard, bars, landings, railing bars bracket & similar work with in all leads and lifts as per the direction of Engineer-in-charge 40X40X5mm
STEEL WORK WELDED IN BUILT UP SECTION, TRUSSES & FRAMES WORK VC CUTTING HOISTING, FIXING IN POSITION & APPLYING A PRIMING COAT OF RED LEAD PAINT IN GRATING FRAMED GUARD, BARS, LADDERS, RAILNG, BARS. BRACKET & SIMILAR WORK. 50x50x6mm
PROVIDING CORRUGATED GI SHEET ROOFING FIXED WITH GALVANISED IRON JOR L HOOKS, BOLTS & NUTS 8 mm f WITH BITUMEN & GI LIMPET WASHERS FILLED WITH WHITE LEAD COPMPLETE EXCLUDING THE COST OF PURLINS,RAFTERS & TRUSSES. WITH 0.63 mm THICK SHEET)
PROVIDING & FIXING PRESSED STEEL DOORS FRAMES MANUFACTURED FROM COMMERCIAL MILD STEEL SHEET OF 1.25 mm THICKNESS INCLUDING HINGES, JUMP LOCK JAMB,BEED & IF REQUIRED ANGLE THRESHOLD OF MILD STTEL ANGLE OF SECTION 50 x 25 mm OR BASE TIES OF 1.25 mm PRESSED MILD STEEL WELDED OR REGIDLY FIXED TOGETHER BY MECHANICAL MEANS,ADJUSTABLE LUGS WITH SPLIT & TAILS TO EACH JAMB INCLUDING STEEL BUTT HINGES 2.5 mm THICK WITH GUARDS,LOCK STRIKE PLARE & SHOCK AS SPECIFIED & APPLYING A COAT OF APPROVED STEEL PRIMER AFTER PRETREATMENT OF THE SURFACE AS DIRECTED BY ENGINEER IN CHARGE. (PROFILE "A"
ROVIDING RIDGES OR HIPS 60 cm.OVER ALL IN PLAIN WITH GALVANISED IRON GI SHEET FIXED JOR L HOOKS,BOLTS & NUTS 8 mm f GI LIMPET & BITUMENS WASHERS COMPLETE. (0.80 mm THICK GI SHEET)
Vijay Kumar (BID ID -580223)
Mukesh Kumar (BID ID -578412)
Govind Singh (BID ID -578489)
Kamal Rathore (BID ID -578554)
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