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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹18.2 CrAccepted-AOC VILL FAZALPUR BEHIND FOCAL POINT NEAR RANDHAWA MASADAN JALANDHAR | JALANDHAR | JALANDHAR | PUNJAB | ₹18.2 Cr Quoted ₹18.8 Cr | L-1 | Accepted-AOC Found Lowest one |
| 2 | L-2₹19.6 CrRejected-Finance DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹19.6 Cr | L-2 | Rejected-Finance High rate quoted |
| 3 | L-3₹20.0 CrRejected-Finance | ₹20.0 Cr | L-3 | Rejected-Finance High rate quoted |
| Sl No | Description | Qty | Unit | R.G. INDUSTRIES L1 | S.k.sharma contractor and engineer L2 | Unipro Techno Infrastructure Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work pick work, jumper work, blasting prohibited bailing or pumping out water dewatering upto all lifts and depth Stacking the excavated soil not more than 3mtr clear from the edge of the of excavation and then returen the stacked soil in 15cm layers when required into plinth of foundation etc.consolidating each deposited layer by ramming watering and then disposing of all surplus exacavated earth as directed by the Engineer-in-Charge. | 38,280.62 | Cum | 840 ₹3.2 Cr | 750 ₹2.9 Cr | 858 ₹3.3 Cr |
| 2.00 | a) Chiselling /Wedging out of rock where blasting is prohibited 30% | 13,008.25 | Cum | 1,850 ₹2.4 Cr | 2,000 ₹2.6 Cr | 1,918 ₹2.5 Cr |
| 3.00 | Providing and laying cement concrete 1 : 4 : 8 (1 Cement : 4 Sand: 8 Graded stone aggrigate 40 mm nominal size) and curing complete in FOUNDATION & PLINTH complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge. | 872.01 | Cum | 6,400 ₹55.8 L | 6,500 ₹56.7 L | 6,300 ₹54.9 L |
| 4.00Providing and laying cement concrete using concrete mix of " M-30 " but not less than 1:1.5:3 and curing complete excluding the cost of form work foundation and plinth complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge. | ||||||
| 5.00 | i) Foundation & plinth base of column and like mass concrete | 745.11 | Cum | 8,500 ₹63.3 L | 8,500 ₹63.3 L | 8,400 ₹62.6 L |
| 6.00 | ii) In wall any thickness i/c attached, buttresses, pillasters & their caps & bases &string courses etc.upto floor two level. | 1,346.64 | Cum | 10,000 ₹1.3 Cr | 9,500 ₹1.3 Cr | 9,450 ₹1.3 Cr |
| 7.00 | iii) In suspended floor, roofs, landing & shelves & their suport balconies, beams, gorder bressumer and cantilevers uotp floor two level | 670.32 | Cum | 10,500 ₹70.4 L | 11,000 ₹73.7 L | 10,450 ₹70.0 L |
| 8.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in | ||||||
| 9.00 | i) Flat surface such as soffits of suspended floors roofs, landing and the likecomplete in all leads and lift as specification and direction of the Engineer-in-charge. | 880.22 | Sqm | 650 ₹5.7 L | 625 ₹5.5 L | 700 ₹6.2 L |
| 10.00 | iii) Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like complete in all leads and lift as specification and direction of the Engineer-in-charge. | 17,154.61 | Sqm | 550 ₹94.4 L | 550 ₹94.4 L | 580 ₹99.5 L |
Tender Value
₹18.8 Cr
EMD Value
₹19.6 L
Closing Date
24 Jun 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION PALAMPUR
Construction of 1024 No. Manhole Chambers, 50 No. Flushing Tanks, 1024 No Inspection chambers, Laying, Jointing Testing of DI pipe, Providing Laying Jointing and Testing of HDPE Pipe 160mm dia for Zone 2
2025_HPIPH_106828_1
HPIPH 1819-1869 DATED 03.06.2025
Open Tender
Civil Works
730 days
PALAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EXECUTIVE ENGINEER
₹19.6 L
DHARAMSHALA
8 May 2026
3 Jun 2025
25 Jun 2025
3 Jun 2025
24 Jun 2025
3 Jun 2025
10 Jun 2025
Amount
Excavation in foundation trenches etc. in earth work pick work, jumper work, blasting prohibited bailing or pumping out water dewatering upto all lifts and depth Stacking the excavated soil not more than 3mtr clear from the edge of the of excavation and then returen the stacked soil in 15cm layers when required into plinth of foundation etc.consolidating each deposited layer by ramming watering and then disposing of all surplus exacavated earth as directed by the Engineer-in-Charge.
a) Chiselling /Wedging out of rock where blasting is prohibited 30%
Providing and laying cement concrete 1 : 4 : 8 (1 Cement : 4 Sand: 8 Graded stone aggrigate 40 mm nominal size) and curing complete in FOUNDATION & PLINTH complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
Providing and laying cement concrete using concrete mix of " M-30 " but not less than 1:1.5:3 and curing complete excluding the cost of form work foundation and plinth complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
i) Foundation & plinth base of column and like mass concrete
ii) In wall any thickness i/c attached, buttresses, pillasters & their caps & bases &string courses etc.upto floor two level.
iii) In suspended floor, roofs, landing & shelves & their suport balconies, beams, gorder bressumer and cantilevers uotp floor two level
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in
i) Flat surface such as soffits of suspended floors roofs, landing and the likecomplete in all leads and lift as specification and direction of the Engineer-in-charge.
iii) Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like complete in all leads and lift as specification and direction of the Engineer-in-charge.
Providing and laying cement concrete work 1:2:4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work:- in foundaction and plinth complete in all leads and lift as specification and direction of the Engineer-in-charge.
Providing and fixing of .mild steel/tor steel reinforcement for rcc work i/c bending,binding & placing in position complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
Applying Cement slury on R.C.C. slab or Cement concrete work including roughening cleaninig of the concerete surfaces complete complete in all leads and lift as specification and direction of the Engineer-in-charge.
Providing and Fixing CI Rungs complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
PROVIDING & FIXING of Precast SFRC Manhole cover having size 560mm intenal dia (MEDIUM DUTY) IS 12592:2000 complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
2nd class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6(1 cement 6 sand ) complete in all respect within all leads and lifts and as per directions and satisfaction of Engineer in Charge.
20mm thick cement plaster in two coat of rough sides of bricks/concrete stone wall for interior plastering upto floor two level including arrises, internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in Cement mortar 1:6(1 cement: 6 sand) complete in all leads and lift as specification and direction of the Engineer-in-charge.
Providing and fixing SMC panel water tank of 500 ltr Capacity on PCC base along with floting Valve , 65 mm dia cast iron gate Sluice valve ( Flanged conforming to IS 14846-2000 including GI steel tube 25 mm dia tube fitting 50 rmt.complete in all leads and lift as specification and direction of the Engineer-in-charge.
Providing and fixing clamps and holding down Bolt.complete in all leads and lift as specification and direction of the Engineer-in-charge.
Steel work welded in built up sections,trusses and framed work including cutting,hoisting, fixing in position and applying a priming coat of red lead paint :-in gratting,framed guard bar,ladders,railing brackets and similar works. complete in all leads and lift as specification and direction of the Engineer-in-charge.
Laying jointing and testing of D.I. Pipe spigot and socketed pipe with CML ( SBR tyton push on joints) complete in all respect as per IS 8329-2900 class K-7 as per standard dimension, weight and test pressure complete in all respect as latest ammendments or addition. complete in all leads and lift as specification and direction of the Engineer-in-charge.
i) 150mm dia
ii) 200mm dia
Providing , Laying, Jointing & Testing of HDPE pipe of grade PE-80, PN-8 (confirming to IS -14333 with upto date ammendments) in proper position by butt fusion jointing procedure i/c hydraulic testing as per relevent IS code complete in all respect i/c all material for jointing for jointing procedure like butt fusion welding Machine with hydraulic jack, top loading clamp, etc., pump accessories for hydraulic testing and all labour as directed by the Engineer in Charge as confirming to IS 7634(Part-II) 2012 with upto date ammendments.
i) 160mm dia
Providing and Fixing of double Socket Flange Y Tee 150x150mm dia as per IS 8329-2900 complete in all repect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge of the following bore.
Providing and Fixing of DI Plug 150mm dia complete in all repect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge of the following bore.
Providing and Fixing of all Socket DI Tee/ Cross as per IS 8329 or latest addition ammendments i/c cariage of material complete in all repect within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge of the following bore.
Providing , fixing double flanged Cast iron sluice valve of Kirloskar Leader/Bir/Kartar make class PN1.6 capable of with standing the nominal seat pressure as per IS: 14846-1984 with upto date ammendments and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts. 200 mm dia
S.k.sharma contractor and engineer (BID ID -527493)
Unipro Techno Infrastructure Pvt Ltd (BID ID -527884)
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