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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC | ₹1.4 Cr Quoted ₹2.0 Cr | L-1 | Accepted-AOC accepted |
| 2 | L-2₹2.4 Cr+₹36.8 L (18.4%)Rejected-Finance | ₹2.4 Cr+₹36.8 L (18.4%) | L-2 | Rejected-Finance Rejected |
| 3 | L-3₹2.4 Cr+₹38.5 L (19.2%)Rejected-Finance | ₹2.4 Cr+₹38.5 L (19.2%) | L-3 | Rejected-Finance Rejected |
| 4 | L-4₹2.8 Cr+₹76.9 L (38.3%)Rejected-Finance VILLAGE PO KANOH TEHSIL BARSAR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.8 Cr+₹76.9 L (38.3%) | L-4 | Rejected-Finance Rejected |
| 5 | L-5₹3.2 Cr+₹1.2 Cr (62.0%)Rejected-Finance V P O KHANERI TEHSIL RAMPUR DISTT SHIMLA H P | RAMPUR | SHIMLA | HIMACHAL PRADESH | ₹3.2 Cr+₹1.2 Cr (62.0%) | L-5 | Rejected-Finance Rejected |
Tender Value
₹2.9 Cr
EMD Value
₹3.2 L
Closing Date
5 Jun 2023, 5:00 pmClosed
Executive Engineer
JSD Rampur
Aug of WSS to newely created wards no 6 and 7 under MC Rampur Tehsil Rampur 3
2023_HPIPH_73979_1
EE-JSD-RMP-E-TEN/23-1923-73DT. 26.5.23
Open Tender
Civil Works
Item Rate
2190 days
Shingla
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
EE Rampur
₹3.2 L
16 Jul 2024
26 May 2023
6 Jun 2023
26 May 2023
5 Jun 2023
26 May 2023
Amount
Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
Excavation in , in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc.conslidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 metres complete in all respect as per entire satisfaction of Engineer in Charge.
Excavation in Foundation & tranches .(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts.
Arches beyond 6.00 mts.span
Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .
Foundation,footing,bases of columns and the like & mass concrete.
Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.
Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
Edges of slab and break in floor 20 cm wide
Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-
Arches beyond 6.00 mts.span
Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.
Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.
Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint.
In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge
Manufacturing & Fixing of fencing pannel of size 1.20X1.20Mtr. Of Jali (Expended Metal) 25x25mm welded to MS black Tube 32mm dia. of 14 gauge with MS flate of 25x5 mm including cutting, welding and painting with red oxide paint complete in all respect including all leads & lifts and to the entire satisfaction the the Engineer-in-charge.
Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge.
Constructing chamber for sluice valve,150x.150x70 cm inside size laid in RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 100 x 100 x 70 cm inside size With 150 mm thick wall s of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways
Constructing chamber for sluice valve,100x.100x70 cm inside size laid in RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 100 x 100 x 70 cm inside size With 150 mm thick wall s of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways
Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge.
Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).
15 mm nominal diameter.
32 mm nominal diameter.
40 mm nominal diameter.
80 mm nominal diameter.
100 mm nominal diameter.
150 mm nominal diameter.
Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.
32 mm nominal diameter.
40 mm nominal diameter.
Providing & fixing CI Sluice valve PN 1.6 (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia. > 300 mm) complete with boltsnuts,rubber insertion etc.,(the tail piece if req-uired shall be measured & paid for separatly)
80 mm nominal diameter.
100 mm nominal diameter.
125 mm nominal diameter.
150 mm nominal diameter.
Providing and fixing fire hydrant of approved make as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
Operation & maitenance of above component for the period of 5 years
Ist Year
2nd Year
3rd Year
4th Year
5th year
akash
Mohan Singh Negi
Anurag Deep
RAHUL KAPATIYA
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