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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹94.9 LAccepted-AOC CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | l1 | Accepted-AOC Bidder Award Amount | |
| 2 | l2₹97.0 L+₹2.1 L (2.24%)Rejected-AOC GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | l2 | Rejected-AOC Bidder higher Side Amount | |
| 3 | l3₹1.1 Cr+₹10.5 L (11.0%)Rejected-AOC GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | l3 | Rejected-AOC Bidder higher Side Amount |
| Sl No | Description | Qty | Unit | ASHOK KUMAR L1 | Gaurav Thakur L3 | KULDEEP DOGRA L2 |
|---|---|---|---|---|---|---|
| 1.00Excavation in foundation trenches for ( pipes and man holes upto all depths and in all classification of earth work such as; pick work, jumper work, blasting work, soft/hard rock and chiselling soft/hard rock where blasting is prohibited, cuttiings of mettalled bitumenous roads/pucca pavments including saturated soil/bailing or pumping out water in all lifts including trimming and dressing of sides levelling of beds to correct grade including soring, strutting, planking, timbering and dewatering whereever required stacking the useable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the useable soil deposited in 15cm.(Fifteen Centimeters) layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-serviceable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also diversion of traffic, night signals, fixing caution Boards, crossings over trenches for access to houses, fencing etc. complete in all respect for the following components within all leads and lifts as per the directions of the Engineer-in-Charge. | ||||||
| 1.01 | PICK & JUMPER WORK | 2,245.68 | Cum | 300 ₹6,73,704 | 380 ₹8,53,358.4 | 299 ₹6,71,458.32 Lowest |
| 1.02 | CHISELLING WORK with hard Rock | 653.4 | Cum | 1,800 ₹11,76,120 | 900 ₹5,88,060 Lowest | 1,249 ₹8,16,096.6 |
| 2.00 | Stone/Boulder filling under floors/behind retaining walls.in all leads and lifts.as per direction of Engineer-in-charge | 48 | Cum | 1,200 ₹57,600 Lowest | 1,200 ₹57,600 Lowest | 1,519 ₹72,912 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge. | 51 | Cum | 4,500 ₹2,29,500 | 6,900 ₹3,51,900 | 4,399 ₹2,24,349 Lowest |
| 4.00 | Providing and laying cement concrete 1:4:8 (1 cement : 4 Sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge. | 21.59 | Cum | 4,800 ₹1,03,632 Lowest | 7,600 ₹1,64,084 | 5,249 ₹1,13,325.91 |
| 5.00 | Providing and laying cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge. | 51.44 | Cum | 5,500 ₹2,82,920 Lowest | 7,800 ₹4,01,232 | 5,799 ₹2,98,300.56 |
| 6.00Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-I | ||||||
| 6.01 | In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 25.3 | Cum | 7,200 ₹1,82,160 Lowest | 9,500 ₹2,40,350 | 7,899 ₹1,99,844.7 |
| 6.02 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 118.5 | Cum | 7,300 ₹8,65,050 Lowest | 9,500 ₹11,25,750 | 7,449 ₹8,82,706.5 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
9 Sept 2025, 11:00 amClosed
Er. Anand Blouria
Executive Engineer Jal Shakti Division Nurpur
Sub head Laying, jointing and testing of D.I. pipeK-7 to connect the existing sewerage network of Ward No.1,2,3,4 and 8 including Construction of R.C.C. man hole chamber, R.C.C. Pillars, Flushing Tank, Inspection Chamber, Anchor Block, Restoration
2025_HPIPH_113185_1
NPR EA-1-Tender sewerage scheme nurpur town
Open Tender
Civil Works
Item Rate
365 days
Nurpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹1.9 L
29 Sept 2025
30 Aug 2025
9 Sept 2025
30 Aug 2025
9 Sept 2025
30 Aug 2025
Amount
Excavation in foundation trenches for ( pipes and man holes upto all depths and in all classification of earth work such as; pick work, jumper work, blasting work, soft/hard rock and chiselling soft/hard rock where blasting is prohibited, cuttiings of mettalled bitumenous roads/pucca pavments including saturated soil/bailing or pumping out water in all lifts including trimming and dressing of sides levelling of beds to correct grade including soring, strutting, planking, timbering and dewatering whereever required stacking the useable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the useable soil deposited in 15cm.(Fifteen Centimeters) layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-serviceable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also diversion of traffic, night signals, fixing caution Boards, crossings over trenches for access to houses, fencing etc. complete in all respect for the following components within all leads and lifts as per the directions of the Engineer-in-Charge.
PICK & JUMPER WORK
CHISELLING WORK with hard Rock
Stone/Boulder filling under floors/behind retaining walls.in all leads and lifts.as per direction of Engineer-in-charge
Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge.
Providing and laying cement concrete 1:4:8 (1 cement : 4 Sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge.
Providing and laying cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge.
Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-I
In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
In Lintels, beams girders bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in
In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
In Lintels, beams girders bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Providing from work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. with wooden battens and Ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete & plain concrete work in
Foundations,footings,bases of columns etc. and mass concrete within all leads and lifts as per the direction of Engineer-in- Charge.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.
In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.
In Edge of slabs and breaks in floors and walls including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.(upto 20 cm wide)
Beam, cantilever, girders and lintles sides and soffits of beam haunching cantilever girder, bressumers and lintles not exceeding 1 mtr in depth complete in all respect within all leads and lifts as per direction of Engineer-in-charge
Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Providing and fixing 100mm.size 'P' or 'S' Traps for water closet including joint the trap with the pan and soil pipes - (A). Sand Cast Iron within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Laying/jointing and fixing to walls ceiling and floor galvanised mild steel tube(light grade) tube fittings(Earth work in trenches to be measured and paid for separately) as per the directions and satisfactions of the Engineer-in-Charge within all leads and lifts.
25mm.dia nominal bore.
50mm.dia nominal bore.
Providing & Fixing Pre Cast SFRC Manhole cover having size of 560 mm internal dia (Medium Duty) with in all leads and lifts complete in all respect as per the directions and satisfactions of the Engineer-in-Charge.
Providing and fixing full way brass valve 25mm.nominal bore complete in all respect as per the satisfactions of the Engineer-in-Charge.
Laying and jointing of G.I.Pipe 65mm.dia( Medium Class) for inlet connection flushing tank with hole chamber cover complete in all respect within all leads and lifts as per the satisfactions of the Engineer-in-Charge.
Providing and fixing of M.S.Sheet 4mm.thick cover for peat valve chamber cover clean, opening ( 600 x600mm) with frame of iron 50x50x5mm. Thick complete with locking arrangement dully painted with anti-corressive paint after primer approximate weight 24 Kgs.complete in all respect as per the satisfactions of the Engineer-in-Charge.
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts as per the directions and satisfactions of the Engineer-in-Charge.
Laying, jointing and testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron(spun) pressure pipes confirming to BIS 8923-2000 class K-7,suitable for tyton (push on joints ) including , tees, collars, tapers (if required) crosses, short pieces , tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required (earth work in trenches and cost of joints to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters.
150mm dia
200mm dia
300mm dia
350mm dia
Providing and fixing RCC Spun vent shaft with cowl 140mm.and 200mm.inernal and external diameter respectively at top 300mm & 450mm internal and external diameter respetively at bottom within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Providing and fixing double socket flanged Y Tee 150x150 mm Dia as per IS8329--2900 complete in all respect with in all leads and lifts and as per latest amendments or Edition complete in all respects to the best satisfaction of the Engineer-in-Charge
Providing and fixing DI Plug 150 mm Dia complete in all respect and as per latest amendments or Edition complete in all respects to the best satisfaction of the Engineer-in-Charge
Provision for road X-ing During Laying of Sewer Line within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
Providing and fixing tyton(Push on joint) to ductile iron pipe fitting and including testing of the joints cost of rubber gasket (SBP quality conforming to IS-3382) latest additional/ammndements complete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
150 mm dia
200 mm dia
300 mm dia
350 mm dia
KULDEEP DOGRA (BID ID -550398)
Gaurav Thakur (BID ID -551808)
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