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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.3 LAccepted-AOC | L1 | Accepted-AOC Lowest1 | |
| 2 | L2₹80.0 L−₹1.2 L (1.52%)Rejected-Finance GOVT CONTRACTOR VILLAGE GHUMALI P O AGAR TEHSIL FATEHPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹90.6 L+₹9.3 L (11.5%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹1.1 Cr+₹25.6 L (31.6%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹1.1 Cr+₹26.1 L (32.1%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Rejected |
Tender Value
₹1.0 Cr
EMD Value
₹1.3 L
Closing Date
18 Sept 2020, 11:00 amClosed
Executive Engineer
Jal Shakti Division Fatehpur
Sub Head Construction of Pump House, Collection Tank of 95000 ltr. Cap at Node No. 2. Over Head S/Tank 120000 Ltr. Cap 15 mtr. Stagging Ht. At Node No. 3 Over Head S/Tank 60000 ltr. Cap 15 Mtr. Staggging Ht. at Node No. 4 (PH-I) Over Head S/Tank of
2020_HPIPH_40594_1
EE/JSD/FTR/EA/T/2020-5820-78
Open Tender
Civil Works
Item Rate
60 days
Tehsil Fatehpur
As per Notice Inviting Tender
7 documents required · 7 mandatory
₹1,600
Executive Engineer, Jal Shakti Division Fatehpur
₹1.3 L
Yes
18 Dec 2020
11 Sept 2020
18 Sept 2020
11 Sept 2020
18 Sept 2020
11 Sept 2020
Amount
Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock / where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.
Providing and laying cement concrete 1: 4: 8 (1Cement: 4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Providing and laying cement concrete 1: 6: 12 (1Cement: 6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing and base of column & like mass concrete
Column pillar & post upto floor two level
In suspended floor roofs landing shalves & their suport balconies beams girders bressumers cantilivers upto floor two level
Stair cases (except spiral stair case ) excluding landing i/c preparation of surfaces
Providing form work with steel plates 3.15mm thick so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters height and removal of the same for insitu reinforced concrete and plain.
Foundation footing and base of column & like mass concrete
Column pillar & post upto floor two level square rectangular & polygonal in plain
Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers,bressumers 1.00 mts. In depth in all heights from floor complete in all respect within all leads and lifts.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm in thickness complete in all respect within all leads and lifts.
Slopping and battering surface i/c folding plates where inclination to horizontal plane not exceeding 30 degrees
Edges of slabs complete in all respect within all leads and lifts.
Stair cases (except spiral stair case ) excluding landing i/c preparation of surfaces
Providing mild steel/Tor steel reinforcement i/c preparation of surfaces
Half brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4 (1cement: 4 sand) conventional brick first class
Providing and fixing pressed steel door frames manufacturing from comercial mild steel sheet of 1.25 mm thickness i/c hinges jump block jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base tiles of 1.25mm pressed
Profile-A
Profile-B
Profile-C
Providing and fixing paneled glazed or paneled and glazed shutters for doors, windows and clear story windows including bright finished black enameled iron with necessary screws 40mm thick with second class deodar wood in all leads and lift as per the direction of Engineer-in Charge
Providing & fixing wire gauge shutters using MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws complete in all respect within all leads and lifts.
15mm thick cement plaster on fair side of brick/stone/concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth with in all leads and lifts in C.M. 1:6 (1 Cement:6 Sand) within all leads and lifts complete in all respect.
20mm thick cement plaster on rough side of brick/stone/concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth with in all leads and lifts in C.M. 1:6 (1 Cement:6 Sand) within all leads and lifts complete in all respect.
6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand) complete in all respect within all leads and lifts.
White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign mattercomplete in all respect within all leads and lifts.
Distempering ( two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper after thoroughly brushing the surfaces free from mortor dropping and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer. In wall even and sand papered smooth. Priming coat with distemper primer.
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces ( two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect within all leads and lifts.
Precast Terrazzo tile 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on bed of 10mm average thickness of cement mortar 1:6 (1 cement :6 sand ) jointed with neat cement slurry mixed with pigment to match the shede of tile where ever required including rubbing and polishing complete with tiles of following shades medium complete in all respect within all leads and lifts.
In Skirting & Riser of step and dedo in cement plaster 1:3 (1 cement :3 sand ) and jointed with white slurry Selvary grey
Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink complete in all respect within all leads and lifts.
Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with white paint
Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with other than white paint
Providing and fixing of MS Grill of required pattern in wooden frame made of MS Flats 20x5mm and MS square bars 12mm i.e. cost of cutting moulding and fixing with necessary screws etc. complete.
Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber i/c spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness
Providing and fixing anodized alluminium Sliding door bolts with necessary screw etc., complete (250x16mm) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Providing and fixing anodized alluminium Tower bolts barrel type with necessary screw etc., complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
200mmx10mm
150mmx10mm
Providing and fixing anodized alluminium Handle with necessary screw etc., complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
125mm dia
100mm dia
Providing 40x3mm flat iron hold fast 40cm long including fixing to frames with 10mm dia meter bolts, nuts & wooden plug and emedded in cement mortar block 30x10x15cm 1:3:6(1cement:3 sand:6 graded stone agg., 20mm nominal size) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.
Providing plinth protection 50 mm thick in cement concret 1:3:6 (1cement :3 sand: 6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth complete in all respect within all leads and lifts.
Providing and laying brick tiles over mumty roofs grouted with cement mortor 1:3 over a 12mm layer of cement mortor 1:3 and finishined needly within all leads and lifts.
Steel work welded in builts up section trusses and frames work i.e.cutting hoisting fixing in position applying a priming coat of red lead paint in gratings, framed guard bar, ladders, railing brackets and similar work complete with in all leads and lifts as per the satisfaction of the Engineer-in-Charge.
Providing and fixing of Finalax pipe 40mm dia under floor (for connection cables) including all re fitting i.e. elbow sockets etc.within all leads and lifts.
Construction of RCC Collection Tank 95000 ltr cap., with 1.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 125 mm dia Outlet pipe - 125 mm dia Scour pipe - 125 mm dia
Construction of RCC Over Head Tank120000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 100 mm dia Outlet pipe - 100 mm dia Scour pipe - 100 mm dia
Construction of RCC Over Head Tank 60000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 100 mm dia Outlet pipe - 100 mm dia Scour pipe - 100 mm dia
Construction of RCC Over Head Tank 110000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 80 mm dia Outlet pipe - 80 mm dia Scour pipe - 80 mm dia
Construction of RCC Over Head Tank 50000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 65 mm dia Outlet pipe - 65 mm dia Scour pipe - 65 mm dia
Construction of RCC Over Head Tank 40000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 65 mm dia Outlet pipe - 65 mm dia Scour pipe - 65 mm dia
Construction of RCC over head tank 75000 ltr cap., with 5.00 mtr stagging height at node-32 from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 80 mm dia Outlet pipe - 80 mm dia Scour pipe - 80 mm dia
VARINDER SINGH RANA
Sarabjit Singh Katoch
M/S Sharma Enterpirses
Pankaj Kumar
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