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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC done | |
| 2 | L2₹9.4 L+₹22,089.80 (2.40%)Rejected-Finance VILL TALSARI P O KALLAR TEHSIL SADAR DISTT BILASPUR H P | L2 | Rejected-Finance Non Responsive due to L2 bidder | |
| 3 | L3₹9.5 L+₹31,695.10 (3.44%)Rejected-Finance | L3 | Rejected-Finance Non Responsive due to L3 bidder | |
| 4 | L4₹9.5 L+₹32,948.55 (3.58%)Rejected-Finance VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L4 | Rejected-Finance Non Responsive due to L4 bidder | |
| 5 | L5₹9.7 L+₹46,660.95 (5.07%)Rejected-Finance | L5 | Rejected-Finance Non Responsive due to L5 bidder |
Tender Value
₹7.9 L
EMD Value
₹15,867
Closing Date
4 Nov 2020, 5:00 pmClosed
Executive Engineer HP PWD Division Nalagarh
Executive Engineer HP PWD Division Nalagarh
C/O 600 mm dia RCC hume pipe culvert at Rd 1/040 and C/o Retaining at rd 0/660 to678, 0/810 to 824,0/840 to 853, 0/970 to 982 and 0/985 to 0/998
2020_PWD_41890_1
TA-10294-98 date- 13.10.2020
Open Tender
Civil Works
Item Rate
180 days
Nalagarh
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer HP PWD Division Nalagarh
₹15,867
17 Apr 2021
23 Oct 2020
6 Nov 2020
23 Oct 2020
4 Nov 2020
23 Oct 2020
Amount
Earth work in excavation for foundation of structure up to 3 mtr. depth as per drawing and technical specification clause 1104 including setting out, construction souring and dressing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials rate as per item No. 9.1 within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Providing concrete 1;4;8 and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203within all lead and lift as per direction of Engineer-in-Charge.
Providing concrete 1:3:6 ( M-10) and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203within all lead and lift as per direction of Engineer-in-Charge.
Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2 of 600 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 11084 Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2 of 600 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 1108 as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.
Providing weep holes in brick masonary, plain reinforcement cement concrete abutments, wing walls, return wall with 100 mm dia PVC pipe extending through the full width of structure with slope of 1(v) : 20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in-Charage.
Construction of embankment with material from borrow pits with lift up 1.5 mtr and transporting to site spreading to grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with in lead of 1000 mtr . Chapter 3.4. clause 301.5. . as per direction of Engineer-in-charge, including loading un-loading and carriage by all means including all leads and lifts and as per entire satisfaction of Engineer-in-charge.
KARAM CHAND
SHYAM LAL GOVT CONTRACTOR
Hardeep Singh Bedi
RAM GOPAL
SALOCHANA DEVI
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